Transportation and Infrastructure Traffic Engineering 7447 East Indian School Road, Suite 205 Scottsdale, Arizona 85251 2024 Traffic Volume & Collision Report February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data Table of Contents Introduction.................................................................................................................................................... 1 Collision Rate and Frequency Diagrams ...................................................................................................... 9 Average Daily Traffic Volume Maps............................................................................................................. 15 Segment Data Collision Data Volume Data Sorted by Location .................................................................................................. 19 Sorted by Descending Collision Rate...................................................................... 28 Sorted by Descending Number of Collisions .......................................................... 36 Sorted by Descending KSI Collision Rate ............................................................... 44 Sorted by Descending Number of KSI Collisions .................................................... 52 Sorted by Descending Traffic Volume..................................................................... 60 2024-2022 Rate Comparison, Sorted by Location .................................................. 68 2024-2022 Rate Comparison, Sorted by Descending Percent Change ................. 77 2024-2004 Rate Comparison, Sorted by Location .................................................. 86 2024-2004 Rate Comparison, Sorted by Descending 2024 Collision Rate ............ 94 2024-2022 Volume Comparison, Sorted by Location ........................................... 102 2024-2022 Volume Comparison, Sorted by Descending Percent Change........... 112 Lane Volume, Sorted by Location ......................................................................... 120 Lane Volume, Sorted by Descending Lane Volume ............................................. 130 Volume to Capacity Ratios, Sorted by Location .................................................... 139 Volume to Capacity Ratios, Sorted by Descending Volume to Capacity Ratio .... 149 Intersection Data Collision Data Volume Data Sorted by Location ................................................................................................ 158 Sorted by Descending Collision Rate.................................................................... 164 Sorted by Descending Number of Collisions ........................................................ 172 Sorted by Descending KSI Collision Rate ............................................................. 178 Sorted by Descending Number of KSI Collisions .................................................. 185 Sorted by Descending Traffic Volume................................................................... 192 2024-2022 Rate Comparison, Sorted by Location ................................................ 199 2024-2022 Rate Comparison, Sorted by Descending Percent Change ............... 206 2024-2004 Rate Comparison, Sorted by Location ................................................ 213 2024-2004 Rate Comparison, Sorted by Descending 2024 Collision Rate .......... 220 2024-2022 Volume Comparison, Sorted by Location ........................................... 227 2024-2022 Volume Comparison, Sorted by Descending Percent Change........... 233 2024 Approach Volume, Sorted by Location ........................................................ 240 2024 Approach Volume, Sorted by Descending Approach Volume ..................... 257 2024 Approach Volume, Sorted by Descending Lane Volume ............................. 275 City of Scottsdale 2024 Traffic Volume and Collision Data Introduction The purpose of this document is to provide traffic volume and collision information for the City of Scottsdale on arterial and collector roadway segments and major intersections within the city. The information is used in a wide variety of traffic engineering studies and applications. This document is published every two years. Data within this document is comprised of 2023-2024 collision data and seasonally adjusted traffic volume data collected in 2023 through early 2025. It should be noted that this edition of Traffic Volume and Collision Data is the fifth to report two years of collision data; this provides a broader sample of an inherently erratic data type. This iteration of the report is the first to incorporate collision severity by accounting for the most serious crash types that involve a fatality or serious injury (KSI). In addition to tabulated volume and collision data, this document uses graphical representations to illustrate the collision data. Bar and pie charts are used to show the relative percentages of all collisions, and bicycle and pedestrian collisions, occurring by time of day, month of year, manner of collision, and by collision severity. The Collision Rate and Frequency diagrams portray relative collision experience. Traffic volume and collision trends that can be gleaned from this document are interrelated to economic and other peripheral trends within the city and become apparent over time. Table 1 includes the daily total vehicle miles traveled on arterial and collector streets over the past 20 years. In previous editions of this report, it was noted that the vehicle miles traveled within the City of Scottsdale decreased from 1998 to 2000 due to the opening of the Pima Freeway. The Pima Freeway is not included in the vehicle miles traveled shown below. A decrease in total vehicle miles traveled between 2006 and 2012 is consistent with the downturned economy and the trends observed nationwide. The daily vehicle miles traveled remained steady between 2014 and 2016 and increased by approximately 5% in 2018. The 3.81 million vehicle miles recorded for 2020 represents an approximate 5% decrease from 2018, attributable to the global pandemic. The 2022 volumes show a continued decrease in traffic at less than 1% compared to 2020 with an 8% decrease in census population. 2024 volumes show an increase in traffic by approximately 5% in accordance with a 1.4% increase in census population. Table 1: Daily Million Vehicle Miles for Even Years Year 2004 2006 2008 2010 2012 2014 2016 2018 2020 2022 2024 Million Vehicle Miles 4.06 4.16 4.11 4.00 3.79 3.88 3.88 4.08 3.81 3.78 3.97 Table 2 lists the total number of collisions, including collisions not recorded at major intersections or along major segments, that have occurred within Scottsdale, the city’s population, as well as the number of collisions per 1,000 population for every even year since 2004. Population estimates are collected through the United States Census Bureau. Table 2: Number of Collisions and Population for Even Years Year 2004 2006 2008 2010 2012 2014 2016 2018 2020 2022 2024 No. of Collisions 4,928 5,130 4,038 3,502 3,710 4,203 4,746 4,427 3,378 3,905 3,629 Population 226,982 237,120 230,293 230,179 219,700 225,698 237,969 255,310 265,249 242,753 246,170 Collisions/ 1000 Pop. 21.71 21.63 17.53 15.21 16.89 18.62 19.94 17.34 12.74 16.09 14.74 Of the 7,341 collisions that recorded at major intersections or along major segments in Scottsdale in 2023 and 2024, 150 involved bicyclists and 141 involved pedestrians. Figures 1-5 show the percentage of all collisions, bicycle, and pedestrian collisions by time of day, month of year, manner of collision and severity of collision. 2024 Traffic Volume and Collision Report Page 1 Scottsdale Traffic Engineering, February 2026 Figure 1: Percentage of 2023-2024 Collisions by Time of Day Figure 2: Percentage of 2023-2024 Collisions by Month 2024 Traffic Volume and Collision Report Page 2 Scottsdale Traffic Engineering, February 2026 Figure 3: Percentage of All 2023-2024 Collisions by Manner and Severity Figure 4: Percentage of Bike 2023-2024 Collisions by Manner and Severity 2024 Traffic Volume and Collision Report Page 3 Scottsdale Traffic Engineering, February 2026 Figure 5: Percentage of Pedestrian 2023-2024 Collisions by Manner and Severity As shown in the figures above, the average, citywide collision occurred between 4 – 5 PM in March. The predominant vehicle collision was a rear-end type crash with no injuries. The predominant bicycle crash type in 2023 and 2024 was an angle type collision resulting in a non-incapacitating injury occurring between the hours of 12 – 1 PM, 3 – 4 PM, and 5 – 6 PM in April. The predominant pedestrian related collision in 2023 – 2024 was recorded between the hours of 2 – 4 and 7 – 8 PM in March, May, October, or December as an “other” type crash resulting in a non-incapacitating injury. Each hour-long period from 2 PM to 6 PM was recorded to contain 8% or more of total traffic collisions within the City in 2023 and 2024. Continuing from the trends observed in the previous report, these periods coincide with the expected afternoon peak hours in which higher volumes of roadway users are travelling throughout the system. Bicycle collisions tended to occur most often from 12 – 2 PM, 3 – 4 PM, and 5 – 6 PM with 8% or more in each of the hour long periods within these ranges. Pedestrian related crashes were recorded at higher rates between 2 – 4 PM (7.8% each) and 7 – 8 PM (7.8%), compared to other periods throughout the day. Twenty-two (22) total traffic fatalities were recorded in 2023 and 2024 – three (3) bicycle related collision and eight (8) crashes involving pedestrians. Fatal traffic incidents represented approximately 0.3% of all traffic collisions – 2.0% and 5.7% of bicycle and pedestrian related crashes, respectively. It should be noted that the collision data utilized within this report was based on crashes recorded by the City of Scottsdale Police Department. It is likely other crashes, not reported to the Police Department, occurred but no record exists to be included in the statistics provided. Furthermore, crashes included in this analysis, and throughout this report, are based on the specific intersections and segments of interest throughout the City. Traffic incidents in which a record does exist but is not at the noted intersections or along the segments listed in this report were not captured within the following analysis. 2024 Traffic Volume and Collision Report Page 4 Scottsdale Traffic Engineering, February 2026 Segment collisions are defined as collisions that occur on major streets more than 100 feet from the segment’s termini intersections, including those that occur at minor intersections within the segment. Intersection collisions are defined as collisions that occur at or within 100 feet of the intersection. This edition was able to utilize more accurate Global Positioning System (GPS) location data for each of the recorded collisions, which had an impact to more accurately identify crashes as intersection or segment collisions. Intersection crashes that were not included in this report as being at a “major intersection” were previously calculated as part of the segment. These intersection crashes were removed from the segments in this version of the report. Table 5 on the following pages shows the intersection name, number of crashes, and the segment the intersection was previously included within. Between 2022 and 2024, collision rates decreased at roadway segments but increased at intersections. The average segment collision rate decreased by 5.1% from 1.17 collisions per million vehicle miles traveled in 2022 to 1.11 collisions per million vehicle miles traveled in 2024. The average intersection collision rate increased by 10.1% from 0.51 collisions per million vehicles in 2022 to 0.56 collisions per million vehicles in 2024. These changes in collision rate can be seen at a more granular level when separated by the functional classification of the roadways. Table 3 lists the 2024 average segment collision rates categorized by functional classification, and their percent change from 2022 collision rates. Each of the major functional classes saw decreases in collision rates, with the exception of Major Collector segments, which saw no change in collision rate. Table 3: Average Segment Collision Rates by Functional Classification 2024 Rate Count of Segments % Change from 2022 Major Arterial 1.08 70 -9.24% Minor Arterial 1.09 134 -4.39% Major Collector 1.37 26 -4.20% Minor Collector 1.08 94 -6.90% Average 1.11 323 -5.13% Like Table 3, Table 4 tabulates a categorization of average intersection collision rates by the functional classification of the primary intersecting roadways. Major arterial versus major collector intersections had the highest average collision rate of 1.02 collisions per million vehicles entering the intersection. Major collector versus major collector the highest increase in collisions rates, a 45.45% increase from 2022 collision rates. Major arterial versus minor collector intersections experienced the lowest intersection collision rate of 0.39 collisions per million vehicles entering the intersection, which is a 13.3% decrease from 2022 collision rates. Table 4: Average Intersection Collision Rates by Functional Classification Major Arterial Major Arterial Minor Arterial Major Collector Minor Collector or Lower 2024 Rate Count % Change 2024 Rate Count % Change 2024 Rate Count % Change 2024 Rate Count % Change 1.02 9 +10.87% 0.61 38 +10.91% 0.50 9 -7.41% 0.39 20 -13.33% 0.67 27 +9.84% 0.71 17 +5.97% 0.44 47 +12.82% 0.96 2 +45.45% 0.51 10 +18.60% 0.47 23 +27.03% Minor Arterial Major Collector Minor Collector or Lower The “Citywide” monthly factors utilized in this report were developed by the Maricopa Association of Governments (MAG) and, in general, cover the intersections and segments south of the east/west line of alignment of the Arizona State Route Loop 101 between Scottsdale Road and Hayden Road. The City of Scottsdale developed separate North Scottsdale monthly factors for the intersections and segments north of the Arizona State Route Loop 101 alignment through the collection of monthly counts at five (5) locations in the North Scottsdale area. These monthly factors normalize data collected at different times of the year such that comparisons can be made with a fewer number of variables. 2024 Traffic Volume and Collision Report Page 5 Scottsdale Traffic Engineering, February 2026 Table 5: Number of Crashes at Intersections within a Segment (Cont.) Intersection Name Number of Crashes Number of KSI Crashes Segment Name SCOTTSDALE RD & GOLD DUST AVE 20 1 SCOTTSDALE RD, FROM MOUNTAIN VIEW RD TO SHEA BLVD MARSHALL WAY/FASHION SQUARE & CAMELBACK RD 18 0 CAMELBACK RD, FROM GOLDWATER BLVD TO SCOTTSDALE RD 74TH ST & MCDOWELL RD 16 0 MCDOWELL RD, FROM SCOTTSDALE RD TO MILLER RD 73RD ST/DIAL BLVD & GREENWAY-HAYDEN LP 15 0 GREENWAY-HAYDEN LOOP, FROM SCOTTSDALE RD TO FRANK LLOYD WRIGHT BLVD NORTHSIGHT BLVD & FRANK LLOYD WRIGHT BLVD 15 0 FRANK LLOYD WRIGHT BLVD, FROM GREENWAY-HAYDEN LOOP TO HAYDEN RD SCOTTSDALE RD & HIGHLAND AVE 14 0 SCOTTSDALE RD, FROM CAMELBACK RD TO CHAPARRAL RD 91ST ST/SAN SALVADOR & VIA LINDA 14 0 VIA LINDA, FROM 90TH ST TO 96TH ST SCOTTSDALE RD & CHAUNCEY LN 14 1 SCOTTSDALE RD, FROM PRINCESS DR TO MAYO BLVD SCOTTSDALE RD & ROSE LN 14 0 SCOTTSDALE RD, FROM MCDONALD DR TO LINCOLN DR SCOTTSDALE RD & 5TH AVE 13 0 SCOTTSDALE RD, FROM INDIAN SCHOOL RD TO CAMELBACK RD 75TH ST & INDIAN SCHOOL RD 12 0 INDIAN SCHOOL RD, FROM DRINKWATER BLVD TO MILLER RD GOLDWATER RD & 4TH ST/SCOTTSDALE RD 12 0 GOLDWATER BLVD, FROM SCOTTSDALE RD TO INDIAN SCHOOL RD 72ND ST & SHEA BLVD 11 0 SHEA BLVD, FROM SCOTTSDALE RD TO HAYDEN RD 82ND ST & INDIAN SCHOOL RD 11 0 INDIAN SCHOOL RD, FROM HAYDEN RD TO GRANITE REEF RD SCOTTSDALE RD & EARLL DR 11 0 SCOTTSDALE RD, FROM THOMAS RD TO OSBORN RD 110TH ST & SHEA BLVD 10 0 SHEA BLVD, FROM VIA LINDA TO FRANK LLOYD WRIGHT BLVD 5TH ST/STETSON DR & DIRNKWATER BLVD 10 0 DRINKWATER BLVD, FROM INDIAN SCHOOL RD TO SCOTTSDALE RD 70TH ST & THOMAS RD 10 0 THOMAS RD, FROM 68TH ST TO SCOTTSDALE RD 84TH ST & SHEA BLVD 10 0 SHEA BLVD, FROM HAYDEN RD TO 101 FREEWAY 90TH ST & CACTUS RD 10 0 CACTUS RD, FROM 101 FREEWAY TO 94TH ST GOLDWATER BLVD & VIA SOLERI DR 10 0 GOLDWATER BLVD, FROM INDIAN SCHOOL RD TO CAMELBACK RD SCOTTSDALE RD & MERCER LN 10 0 SCOTTSDALE RD, FROM SHEA BLVD TO CHOLLA ST 71ST ST & SHEA BLVD 9 0 SHEA BLVD, FROM 70TH ST TO SCOTTSDALE RD 90TH ST & FRANK LLOYD WRIGHT BLVD 9 0 BORDER INSPECTION GOLDWATER BLVD & FASHION SQUARE DR 9 1 GOLDWATER BLVD, FROM CAMELBACK RD TO CHAPARRAL RD PIMA CROSSING & SHEA BLVD 9 0 SHEA BLVD, FROM HAYDEN RD TO 101 FREEWAY SCOTTSDALE RD & LEGACY BLVD 9 0 SCOTTSDALE RD, FROM 101 FREEWAY TO THOMPSON PEAK PKWY 134TH ST & SHEA BLVD 8 0 SHEA BLVD, FROM 130TH ST TO 136TH ST 78TH ST AND CAMELBACK RD 8 0 CAMELBACK RD, FROM MILLER RD TO HAYDEN RD 87TH ST & RAINTREE DR 8 0 RAINTREE DR, FROM NORTHSIGHT BLVD TO 101 FREEWAY BUCKBOARD TRL & INDIAN SCHOOL RD 8 1 INDIAN SCHOOL RD, FROM SCOTTSDALE RD TO DRINKWATER BLVD FRANK LLOYD WRIGHT BLVD & ALTADENA AVE 8 0 FRANK LLOYD WRIGHT BLVD, FROM VIA LINDA TO CACTUS RD 70TH ST & MCDOWELL RD 7 2 MCDOWELL RD, FROM 68TH ST TO SCOTTSDALE RD 77TH ST & MCDOWELL RD 7 0 MCDOWELL RD, FROM MILLER RD TO HAYDEN RD BROWN AVE & INDIAN SCHOOL RD 7 0 INDIAN SCHOOL RD, FROM SCOTTSDALE RD TO DRINKWATER BLVD BUCKBOARD TRL/73RD ST & CAMELBACK RD 7 0 CAMELBACK RD, FROM SCOTTSDALE RD TO MILLER RD SCOTTSDALE RD & ACOMA DR 7 0 SCOTTSDALE RD, FROM THUNDERBIRD RD TO BUTHERUS DR SCOTTSDALE RD & MESCAL ST 7 0 SCOTTSDALE RD, FROM SHEA BLVD TO CHOLLA ST THOMPSON PEAK PKWY & PARADISE LN 7 0 THOMPSON PEAK PKWY, FROM MCDOWELL MTN RANCH RD TO BELL RD 70TH ST & GOLD DUST AVE 6 0 NO SEGMENT 82ND ST & MCDOWELL RD 6 1 MCDOWELL RD, FROM HAYDEN RD TO GRANITE REEF RD 86TH ST & MCDONALD DR 6 1 MCDONALD DR, FROM GRANITE REEF RD TO PIMA RD MILLER RD & MONTECITO AVE 6 0 MILLER RD, FROM INDIAN SCHOOL RD TO CAMELBACK RD 2024 Traffic Volume and Collision Report Page 6 Scottsdale Traffic Engineering, February 2026 Table 5: Number of Crashes at Intersections within a Segment (Cont.) Number of Crashes Number of KSI Crashes MILLER RD & SHEA BLVD 6 1 SHEA BLVD, FROM SCOTTSDALE RD TO HAYDEN RD SCOTTSDALE RD & CHENEY DR 6 0 SCOTTSDALE RD, FROM INDIAN BEND RD TO MCCORMICK PKWY SCOTTSDALE RD & EASTWOOD LN 6 0 SCOTTSDALE RD, FROM MCCORMICK PKWY TO DOUBLETREE RD Intersection Name Segment Name SCOTTSDALE RD & FASHION SQUARE DR 6 0 SCOTTSDALE RD, FROM CAMELBACK RD TO CHAPARRAL RD SCOTTSDALE RD & GAINEY SUITES DR 6 0 SCOTTSDALE RD, FROM MCCORMICK PKWY TO DOUBLETREE RD SCOTTSDALE RD & RANCHO VISTA DR 6 0 SCOTTSDALE RD, FROM CAMELBACK RD TO CHAPARRAL RD SCOTTSDALE RD & SKYSONG BLVD 6 0 SCOTTSDALE RD, FROM ROOSEVELT ST TO MCDOWELL RD VIA DE NEGOCIO & VIA DE VENTURA 6 0 VIA DE VENTURA, FROM HAYDEN RD TO PIMA RD 102ND WAY & MCDOWELL MOUNTAIN RANCH RD 5 0 NO SEGMENT 76TH ST & FRANK LLOYD WRIGHT BLVD 5 0 FRANK LLOYD WRIGHT BLVD, FROM SCOTTSDALE RD TO GREENWAYHAYDEN LOOP 83RD ST & HAYDEN RD 5 0 HAYDEN RD, FROM RAINTREE DR TO NORTHSIGHT BLVD 86TH ST & CHAPARRAL RD 5 0 CHAPARRAL RD, FROM GRANITE REEF RD TO PIMA RD CIVIC CENTER & THOMAS RD 5 0 THOMAS RD, FROM SCOTTSDALE RD TO MILLER RD N MARSHALL WAY & INDIAN SCHOOL RD 5 0 INDIAN SCHOOL RD, FROM GOLDWATER BLVD TO SCOTTSDALE RD PIMA LN & MARKET ST 5 0 PIMA RD, FROM HUALAPAI DR TO THOMPSON PEAK PKWY SCOTTSDALE RD & 17050 5 1 SCOTTSDALE RD, FROM FRANK LLOYD WRIGHT BLVD TO PRINCESS DR SCOTTSDALE RD & 3RD ST 5 0 SCOTTSDALE RD, FROM INDIAN SCHOOL RD TO CAMELBACK RD SCOTTSDALE RD & 7025 5 0 SCOTTSDALE RD, FROM INDIAN BEND RD TO MCCORMICK PKWY SCOTTSDALE RD & VISTA DR 5 0 SCOTTSDALE RD, FROM CHAPARRAL RD TO MCDONALD DR THOMPSON PEAK PWKY/94TH ST & REDFIELD RD 5 0 THOMPSON PEAK PKWY/94TH ST, FROM THUNDERBIRD RD TO FRANK LLOYD WRIGHT BLVD 105TH ST & MCDOWELL MOUNTAIN RANCH RD 4 0 NO SEGMENT 128TH ST & SHEA BLVD 4 0 SHEA BLVD, FROM 124TH ST TO 130TH ST 76TH ST & THOMPSON PEAK PKWY 4 0 THOMPSON PEAK PKWY, FROM SCOTTSDALE RD TO HAYDEN RD GOLDWATER BLVD & MAIN ST 4 0 GOLDWATER BLVD, FROM SCOTTSDALE RD TO INDIAN SCHOOL RD HAYDEN DR & LINCOLN DR 4 0 HAYDEN RD, FROM MCDONALD DR TO INDIAN BEND RD HAYDEN RD & JACKRABBIT RD 4 0 HAYDEN RD, FROM CHAPARRAL RD TO MCDONALD DR PROMENADE & FRANK LLOYD WRIGHT BLVD 4 0 FRANK LLOYD WRIGHT BLVD, FROM SCOTTSDALE RD TO GREENWAYHAYDEN LOOP SCOTTSDALE HEALTHCARE & THOMPSON PEAK PKWY 4 0 THOMPSON PEAK PKWY, FROM SCOTTSDALE RD TO HAYDEN RD SCOTTSDALE RD & 2ND ST 4 0 SCOTTSDALE RD, FROM OSBORN RD TO INDIAN SCHOOL RD SCOTTSDALE RD & DRINKWATER BLVD/STETSON DR 4 0 SCOTTSDALE RD, FROM INDIAN SCHOOL RD TO CAMELBACK RD SCOTTSDALE RD & HENKEL WAY 4 0 SCOTTSDALE RD, FROM 101 FREEWAY TO THOMPSON PEAK PKWY 118TH ST & VIA LINDA 3 0 VIA LINDA, FROM FRANK LLOYD WRIGHT BLVD TO 124TH ST 82ND ST & MCDONALD DR 3 0 MCDONALD DR, FROM HAYDEN RD TO GRANITE REEF RD 82ND ST & RAINTREE DR 3 0 RAINTREE DR, FROM HAYDEN RD TO NORTHSIGHT BLVD DRINKWATER BLVD & 2ND ST 3 0 DRINKWATER BLVD, FROM OSBORN RD TO INDIAN SCHOOL RD DRINKWATER BLVD & 3RD AVE 3 0 DRINKWATER BLVD, FROM INDIAN SCHOOL RD TO SCOTTSDALE RD HAYDEN RD & COMMERCE CT 3 0 HAYDEN RD, FROM ROOSEVELT ST TO MCDOWELL RD HAYDEN RD & JOE FOSS WAY 3 0 HAYDEN RD, FROM ROOSEVELT ST TO MCDOWELL RD THOMPSON PEAK PKWY & DESERT CAMP EAST DR 3 0 THOMPSON PEAK PKWY, FROM PIMA RD TO WINDGATE PASS DR 78TH ST & MCDONALD DR 2 0 MCDONALD DR, FROM SCOTTSDALE RD TO HAYDEN RD 91ST ST & BELL RD 2 0 BELL RD, FROM 101 FREEWAY TO 94TH ST CATTLERACK RD & MCDONALD DR 2 0 MCDONALD DR, FROM SCOTTSDALE RD TO HAYDEN RD GAINEY CLUB DR & DOUBLETREE RANCH RD 2 0 DOUBLETREE RD, FROM SCOTTSDALE RD TO VIA LINDA 2024 Traffic Volume and Collision Report Page 7 Scottsdale Traffic Engineering, February 2026 Table 5: Number of Crashes at Intersections within a Segment (Cont.) Number of Crashes Number of KSI Crashes GOLDWATER BLVD & 5TH ST 2 0 GOLDWATER BLVD, FROM INDIAN SCHOOL RD TO CAMELBACK RD HAYDEN RD & CAVASSON BLVD 2 0 HAYDEN RD, FROM 101 FREEWAY TO THOMPSON PEAK PKWY HAYDEN RD & LEGACY BLVD 2 0 HAYDEN RD, FROM 101 FREEWAY TO THOMPSON PEAK PKWY PIMA RD & LOS GATOS DR 2 0 PIMA RD, FROM THOMPSON PEAK PKWY TO PINNACLE PEAK RD SCOTTSDALE RD & 1ST ST 2 0 SCOTTSDALE RD, FROM OSBORN RD TO INDIAN SCHOOL RD SCOTTSDALE RD & JACKRABBIT RD 2 0 SCOTTSDALE RD, FROM CHAPARRAL RD TO MCDONALD DR SCOTTSDALE RD & MAIN ST 2 0 SCOTTSDALE RD, FROM OSBORN RD TO INDIAN SCHOOL RD 70TH ST & OSBORN RD 1 0 OSBORN RD, FROM 68TH ST TO SCOTTSDALE RD 91ST ST & LEGACY BLVD 1 0 LEGACY BLVD, FROM PIMA RD TO 94TH ST GRAYHAWK DR & THOMPSON PEAK PKWY 1 1 THOMPSON PEAK PKWY, FROM HAYDEN RD TO PIMA RD HAYDEN DR & ROYAL PALM RD 1 0 HAYDEN RD, FROM VIA DE VENTURA TO VIA LINDA THOMPSON PEAK PKWY & DESERT CAMP WEST DR 1 0 THOMPSON PEAK PKWY, FROM PIMA RD TO WINDGATE PASS VAQUERO DR & DOUBLETREE RANCH RD 1 0 DOUBLETREE RD, FROM SCOTTSDALE RD TO VIA LINDA Intersection Name Segment Name It is anticipated that a number of these intersections will be incorporated as “major intersections” within this report in subsequent versions in an effort to provide a more complete overview of the volumes and collisions throughout the City of Scottsdale. Printed and electronic copies of the Traffic Volume and Collision Data report are available by request from the City of Scottsdale Transportation Department. 2024 Traffic Volume and Collision Report Page 8 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data Collision Rate and Frequency Diagrams 2024 Traffic Volume and Collision Data Page 9 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 10 Scottsdale Traffic Engineering, February 2026 City of Scottsdale - 2024 Segments Collision Rate Versus Collision Frequency 8 Collision Rate (collisions per million vehicles entering intersection) 7 6 5 4 3 2 1 0 0 10 20 30 40 50 60 70 Collision Frequency 2024 Traffic Volume and Collision Data Page 11 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 12 Scottsdale Traffic Engineering, February 2026 City of Scottsdale - 2024 Intersections Collision Rate Versus Collision Frequency 3.00 Collision Rate (collisions per million vehicles entering intersection) 2.50 2.00 1.50 1.00 0.50 0.00 0 20 40 60 80 100 120 Collision Frequency 2024 Traffic Volume and Collision Data Page 13 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 14 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data Average Daily Traffic Volume Maps 2024 Traffic Volume and Collision Data Page 15 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 16 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data Collision Data 2024 Segment Collision Data Sorted by Location 2024 Traffic Volume and Collision Data Page 19 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE NO. OF KSI COL IN 2YRS PRIMARY STREET FROM TO 60TH OAK THOMAS 1,000 0.49 1 0.5 2.80 0 64TH 64TH 64TH 64TH MCDOWELL OAK THOMAS OSBORN OAK THOMAS OSBORN INDIAN SCHOOL 20,700 17,300* 18,100* 17,100* 0.49 0.50 0.51 0.21 7 1 3 8 3.5 0.5 1.5 4.0 0.95 0.16 0.45 3.05 0 0 0 0 64TH 64TH SHEA CHOLLA CHOLLA CACTUS 6,700 7,700 0.51 0.50 1 4 0.5 2.0 0.40 1.42 0 0 68TH 68TH 68TH 68TH 68TH 68TH 68TH CONTINENTAL MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 7,900 9,500 9,900 10,900* 10,000* 15,900 7,800 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0 4 3 10 16 4 2 0.0 2.0 1.5 5.0 8.0 2.0 1.0 0.00 1.15 0.83 2.51 4.38 0.69 0.70 0 0 0 1 0 0 0 GOLDWATER GOLDWATER GOLDWATER CAMELBACK INDIAN SCHOOL SCOTTSDALE CHAPARRAL CAMELBACK INDIAN SCHOOL 21,600 17,100 11,600 0.64 0.51 0.62 24 6 30 12.0 3.0 15.0 2.38 0.94 5.71 0 0 1 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN 30,700* 31,100* 36,300 33,100 30,600 12,200* 23,400* 33,300 42,100 42,300 45,600 41,000 39,200 43,900 29,200 39,400 40,800 43,100 43,000 40,300 34,600 34,600 38,100 39,800 29,500 44,200 41,300 38,300 36,800 38,000 29,900 32,500 36,600 31,200 26,300 24,100 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1.01 0.50 0.50 0.89 1.09 0.52 0.49 0.50 0.50 0.50 0.50 0.79 0.21 0.50 0.35 0.59 0.59 0.17 0.75 0.50 0.50 0.50 0.50 1.00 0.93 1.00 1.00 1.00 1 18 26 34 23 20 10 6 13 14 14 3 14 5 26 13 7 22 24 11 10 7 22 33 26 4 15 19 3 7 16 23 3 10 6 10 0.5 9.0 13.0 17.0 11.5 10.0 5.0 3.0 6.5 7.0 7.0 1.5 7.0 2.5 13.0 6.5 3.5 11.0 12.0 5.5 5.0 3.5 11.0 16.5 13.0 2.0 7.5 9.5 1.5 3.5 8.0 11.5 1.5 5.0 3.0 5.0 0.09 1.59 1.96 2.81 2.06 4.49 1.17 0.49 0.42 0.91 0.84 0.11 0.45 0.30 2.49 0.90 0.47 1.40 1.53 0.47 1.89 0.55 2.26 1.93 2.05 0.73 0.66 1.36 0.22 0.50 1.47 0.97 0.12 0.44 0.31 0.57 1 0 0 1 0 1 1 0 1 1 1 0 0 0 1 0 0 1 3 0 0 0 1 0 0 0 0 0 0 0 0 2 0 0 0 0 *Estimated Volume 2024 Traffic Volume and Collision Data Page 20 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE NO. OF KSI COL IN 2YRS SCOTTSDALE SCOTTSDALE SCOTTSDALE LONE MOUNTAIN ASHLER HILLS WESTLAND ASHLER HILLS WESTLAND CAREFREE 24,600 22,800 20,100 0.50 1.00 0.52 4 9 0 2.0 4.5 0.0 0.45 0.54 0.00 0 0 0 DRINKWATER DRINKWATER DRINKWATER SCOTTSDALE OSBORN INDIAN SCHOOL OSBORN INDIAN SCHOOL SCOTTSDALE 6,300 9,000* 6,900* 0.40 0.50 0.49 7 12 6 3.5 6.0 3.0 3.81 3.65 2.43 1 0 0 MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 5,100 6,800 6,600 7,700 9,100 8,900 11,300 6,200 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0 3 2 3 8 9 11 2 0.0 1.5 1.0 1.5 4.0 4.5 5.5 1.0 0.00 1.21 0.83 1.07 2.41 2.77 2.67 0.88 0 0 0 0 1 0 0 0 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT 25,300 24,000 24,600 27,400 25,400 20,100 24,800 26,000 27,200 29,400 29,400* 28,000* 24,000 27,800 25,900 23,500 24,000 19,900 23,600* 20,400* 21,500 0.50 0.50 0.50 0.50 0.50 0.50 0.52 0.50 1.00 1.01 0.46 0.82 0.94 0.60 0.50 1.00 0.50 0.69 0.40 0.89 0.25 6 6 10 13 35 13 12 3 8 4 15 7 9 6 2 13 1 3 6 19 28 3.0 3.0 5.0 6.5 17.5 6.5 6.0 1.5 4.0 2.0 7.5 3.5 4.5 3.0 1.0 6.5 0.5 1.5 3.0 9.5 14.0 0.65 0.68 1.11 1.30 3.78 1.77 1.27 0.32 0.40 0.18 1.52 0.42 0.55 0.49 0.21 0.76 0.11 0.30 0.87 1.43 7.14 0 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 0 0 0 0 GREENWAY-HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY 23,300 19,600 18,300 27,700 18,600 17,400 0.40 0.20 0.75 1.23 0.53 0.50 6 2 19 18 1 1 3.0 1.0 9.5 9.0 0.5 0.5 0.88 0.70 1.90 0.72 0.14 0.16 0 0 0 0 0 0 MILLER MILLER DEER VALLEY WILLIAMS WILLIAMS PINNACLE PEAK 15,400 12,800 0.50 0.50 1 3 0.5 1.5 0.18 0.64 0 0 GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF ROOSEVELT MCDOWELL OAK THOMAS MCDOWELL OAK THOMAS OSBORN 3,400 3,500 2,900 1,600* 0.50 0.50 0.49 0.51 2 2 0 4 1.0 1.0 0.0 2.0 1.61 1.57 0.00 6.72 0 0 0 0 GRANITE REEF GRANITE REEF GRANITE REEF INDIAN SCHOOL CAMELBACK CHAPARRAL CAMELBACK CHAPARRAL MCDONALD 4,300* 2,900* 5,900* 0.50 0.50 1.00 1 3 3 0.5 1.5 1.5 0.64 2.83 0.70 0 0 0 *Estimated Volume 2024 Traffic Volume and Collision Data Page 21 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE NORTHSIGHT/THUNDERBIRD 90TH NORTHSIGHT RAINTREE RAINTREE HAYDEN 10,100 17,400 0.99 0.68 11 24 5.5 12.0 1.51 2.78 0 2 PERIMETER BELL PRINCESS 5,100 0.32 2 1.0 1.68 0 PIMA PIMA PIMA PIMA PIMA PIMA MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA 5,400* 7,400* 7,900* 7,800* 10,100* 11,900 1.00 1.00 1.00 1.00 1.00 1.00 2 2 8 3 2 3 1.0 1.0 4.0 1.5 1.0 1.5 0.51 0.37 1.39 0.53 0.27 0.35 0 0 0 0 0 0 PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA 101 FREEWAY LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND STAGECOACH PASS 37,800* 33,700 31,500 40,100 41,800 25,800 24,000 16,400 15,400 15,200 12,300 0.63 0.60 1.00 1.50 1.00 0.93 1.00 1.00 1.00 1.50 1.50 27 7 11 12 22 6 4 4 1 2 7 13.5 3.5 5.5 6.0 11.0 3.0 2.0 2.0 0.5 1.0 3.5 1.55 0.47 0.48 0.27 0.72 0.34 0.23 0.33 0.09 0.12 0.52 0 1 0 0 0 0 0 0 0 1 0 90TH 90TH VIA LINDA MOUNTAIN VIEW MOUNTAIN VIEW SHEA 18,200 16,600 0.43 0.52 5 16 2.5 8.0 0.88 2.54 0 0 92ND 92ND MOUNTAIN VIEW SHEA SHEA CHOLLA 15,900 16,000 0.48 0.50 8 15 4.0 7.5 1.44 2.57 0 1 92ND 92ND THUNDERBIRD RAINTREE RAINTREE FRANK LLOYD WRIGHT 2,300 2,300* 0.50 0.58 3 1 1.5 0.5 3.57 1.03 1 0 94TH 94TH 94TH 94TH/THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CHOLLA CACTUS CACTUS SWEETWATER SWEETWATER THUNDERBIRD THUNDERBIRD FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT 100TH 100TH MCDOWELL MTN RANCH MCDOWELL MTN RANCH BELL BELL LEGACY LEGACY HORSESHOE CANYON HORSESHOE CANYON WINDGATE PASS 12,800 13,700 14,100 17,500 22,400 35,400* 16,800* 14,100 13,000 11,400 0.58 0.50 0.50 0.77 0.26 0.61 0.81 1.19 0.47 0.38 1 0 2 6 8 2 3 5 1 2 0.5 0.0 1.0 3.0 4.0 1.0 1.5 2.5 0.5 1.0 0.18 0.00 0.39 0.61 1.88 0.13 0.30 0.41 0.22 0.63 0 0 0 0 0 0 0 0 1 0 94TH BELL LEGACY 4,800* 0.91 0 0.0 0.00 0 96TH 96TH 96TH 96TH 96TH 96TH VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD 5,500 10,100 8,300 7,200 3,800 3,200 0.25 0.50 0.50 0.50 0.50 0.50 0 7 2 0 2 0 0.0 3.5 1.0 0.0 1.0 0.0 0.00 1.90 0.66 0.00 1.44 0.00 0 0 0 0 0 0 100TH 100TH 100TH 100TH CACTUS SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK FRANK LLOYD WRIGHT 3,400 3,200 7,000 3,400 0.50 0.56 0.96 0.49 0 4 1 2 0.0 2.0 0.5 1.0 0.00 3.06 0.20 1.64 0 0 0 0 PRIMARY STREET FROM NO. OF KSI COL IN 2YRS *Estimated Volume 2024 Traffic Volume and Collision Data Page 22 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE NO. OF KSI COL IN 2YRS PRIMARY STREET FROM TO 104TH 104TH SHEA CACTUS CACTUS SWEETWATER 2,200 1,300 1.00 0.50 3 0 1.5 0.0 1.87 0.00 0 0 ALMA SCHOOL HAPPY VALLEY JOMAX 8,700* 2.36 0 0.0 0.00 0 114TH/117TH MOUNTAIN VIEW SHEA 3,100 0.86 0 0.0 0.00 0 FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SHEA VIA LINDA CACTUS 100TH VIA LINDA CACTUS 100TH THUNDERBIRD 21,400 30,700 26,100 25,900 0.48 0.69 1.64 0.30 20 7 19 1 10.0 3.5 9.5 0.5 2.67 0.45 0.61 0.18 0 0 1 0 124TH 124TH MOUNTAIN VIEW SHEA SHEA VIA LINDA 2,100 5,200 0.50 0.50 2 6 1.0 3.0 2.61 3.16 0 0 130TH/132ND SHEA VIA LINDA 4,400 0.60 0 0.0 0.00 0 136TH SHEA VIA LINDA 4,400 0.50 1 0.5 0.62 0 MCKELLIPS MCKELLIPS SCOTTSDALE MILLER MILLER HAYDEN 10,400 12,400 0.49 0.50 6 3 3.0 1.5 1.61 0.66 0 0 CONTINENTAL ROOSEVELT ROOSEVELT ROOSEVELT 68TH SCOTTSDALE MILLER HAYDEN SCOTTSDALE MILLER HAYDEN GRANITE REEF 2,700* 2,700* 3,000* 3,900* 0.50 0.50 0.51 0.49 0 3 3 1 0.0 1.5 1.5 0.5 0.00 3.04 2.69 0.72 0 0 0 0 MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 27,900 28,200 31,800 33,100 28,300 28,800* 0.51 0.50 0.50 0.50 0.48 0.50 4 7 10 41 11 26 2.0 3.5 5.0 20.5 5.5 13.0 0.39 0.68 0.86 3.39 1.11 2.47 1 0 0 3 0 1 OAK OAK 56TH 60TH 60TH 64TH 2,300 1,900 0.51 0.51 1 0 0.5 0.0 1.17 0.00 0 0 OAK OAK 68TH SCOTTSDALE SCOTTSDALE MILLER 2,600 1,700 0.50 0.50 2 3 1.0 1.5 2.11 4.83 0 0 OAK HAYDEN GRANITE REEF 2,300* 0.49 1 0.5 1.22 0 THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS 56TH 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 20,000 20,400* 25,500* 27,100 28,900 29,300 27,900 31,800* 0.51 0.51 0.50 0.50 0.50 0.50 0.50 0.49 6 3 16 18 26 19 12 18 3.0 1.5 8.0 9.0 13.0 9.5 6.0 9.0 0.81 0.40 1.72 1.82 2.46 1.78 1.18 1.58 0 0 0 0 1 0 0 0 OSBORN OSBORN OSBORN OSBORN OSBORN OSBORN 64TH 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 5,000 6,600 7,700 8,900* 8,900* 2,400* 0.47 0.50 0.25 0.25 0.51 0.50 5 4 4 3 4 1 2.5 2.0 2.0 1.5 2.0 0.5 2.91 1.66 2.85 1.85 1.21 1.14 0 0 0 0 0 0 *Estimated Volume 2024 Traffic Volume and Collision Data Page 23 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE NO. OF KSI COL IN 2YRS INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL 60TH 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF PIMA 20,300* 28,300* 26,500 22,000 24,100 28,800 33,600 37,000 36,200 0.55 0.56 0.25 0.25 0.25 0.25 0.50 0.50 0.50 3 4 10 3 4 6 21 22 17 1.5 2.0 5.0 1.5 2.0 3.0 10.5 11.0 8.5 0.37 0.35 2.07 0.75 0.91 1.14 1.71 1.63 1.29 0 0 0 0 0 0 1 0 1 CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK 64TH 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN GRANITE REEF 28,100 26,400 23,800 21,800 20,400* 3,500* 0.50 0.23 0.26 0.49 0.50 0.49 9 11 7 34 7 3 4.5 5.5 3.5 17.0 3.5 1.5 0.88 2.48 1.55 4.36 0.94 2.40 0 0 0 0 0 0 CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL 68TH SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF PIMA 5,000 17,300 17,600 18,700* 23,100* 26,400* 0.50 0.50 0.25 0.26 0.48 0.50 2 5 6 6 6 6 1.0 2.5 3.0 3.0 3.0 3.0 1.10 0.79 1.87 1.69 0.74 0.62 0 0 0 0 0 0 MCDONALD MCDONALD MCDONALD SCOTTSDALE HAYDEN GRANITE REEF HAYDEN GRANITE REEF PIMA 22,600 24,400* 26,200* 0.99 0.50 0.50 7 11 5 3.5 5.5 2.5 0.43 1.24 0.52 1 0 1 INDIAN BEND INDIAN BEND SCOTTSDALE HAYDEN HAYDEN PIMA 18,500 19,000 0.99 0.99 4 8 2.0 4.0 0.30 0.58 0 0 MCCORMICK SCOTTSDALE HAYDEN 6,600* 1.30 5 2.5 0.80 0 DOUBLETREE SCOTTSDALE VIA LINDA 14,100 1.34 8 4.0 0.58 0 VIA DE VENTURA VIA DE VENTURA VIA LINDA HAYDEN HAYDEN PIMA 12,700 23,700 0.63 0.43 6 10 3.0 5.0 1.03 1.34 0 0 VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA DE VENTURA HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND 136TH 4,700 6,000 26,300 20,700 14,000 11,100 15,600 8,600 4,900 0.74 0.99 0.79 0.57 1.16 1.17 1.33 1.00 0.50 1 6 21 4 11 18 22 7 0 0.5 3.0 10.5 2.0 5.5 9.0 11.0 3.5 0.0 0.39 1.38 1.38 0.46 0.93 1.90 1.45 1.12 0.00 0 1 0 1 0 0 1 0 0 MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW SCOTTSDALE HAYDEN 90TH 92ND 96TH VIA LINDA 117TH HAYDEN 90TH 92ND 96TH VIA LINDA 117TH 124TH 9,100 11,600 15,600 7,300 10,200 6,400 1,100 1.15 1.28 0.34 0.40 0.61 2.37 0.76 7 5 5 1 3 12 0 3.5 2.5 2.5 0.5 1.5 6.0 0.0 0.92 0.46 1.29 0.47 0.66 1.08 0.00 0 0 0 0 0 1 0 SHEA SHEA 64TH 70TH 70TH SCOTTSDALE 41,300 36,000 0.74 0.25 28 7 14.0 3.5 1.26 1.07 2 0 *Estimated Volume 2024 Traffic Volume and Collision Data Page 24 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE NO. OF KSI COL IN 2YRS SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH 142ND 38,700 47,400* 61,300* 54,400 39,100 38,200 35,300 40,900 42,600 27,400 30,900 1.00 1.00 0.27 0.20 0.50 1.25 0.99 1.25 0.75 0.75 0.81 37 46 35 9 25 14 3 28 9 4 2 18.5 23.0 17.5 4.5 12.5 7.0 1.5 14.0 4.5 2.0 1.0 1.31 1.33 2.90 1.13 1.75 0.40 0.12 0.75 0.39 0.27 0.11 1 2 0 1 0 0 0 4 0 1 0 CHOLLA 64TH SCOTTSDALE 2,300 1.00 4 2.0 2.38 0 CHOLLA 92ND 96TH 1,100 0.50 0 0.0 0.00 0 CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS 64TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 30,000 36,300 26,200 26,100* 20,100* 14,200 9,200 6,200 4,300 1.00 1.00 0.50 0.44 0.73 0.25 0.50 0.50 0.78 12 16 4 5 10 3 1 0 0 6.0 8.0 2.0 2.5 5.0 1.5 0.5 0.0 0.0 0.55 0.60 0.42 0.60 0.93 1.16 0.30 0.00 0.00 0 0 0 0 0 1 0 0 0 SWEETWATER SCOTTSDALE HAYDEN 2,800 1.00 4 2.0 1.96 0 SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER 89TH 94TH 96TH 100TH 104TH 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 2,500* 2,100 2,100 1,700 1,700 0.58 0.25 0.50 0.50 0.11 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0 0 0 0 0 THUNDERBIRD/REDFIELD SCOTTSDALE REDFIELD 76TH 76TH HAYDEN 17,500* 15,900* 0.58 0.49 3 10 1.5 5.0 0.40 1.76 0 0 THUNDERBIRD THUNDERBIRD THUNDERBIRD THUNDERBIRD 90TH 92ND 94TH 96TH 92ND 94TH 96TH FRANK LLOYD WRIGHT 8,200 5,600 4,300 3,900 0.25 0.25 0.25 0.38 1 0 0 0 0.5 0.0 0.0 0.0 0.67 0.00 0.00 0.00 0 0 0 0 RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE HAYDEN NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK FRANK LLOYD WRIGHT 15,800* 30,200* 29,500* 20,500* 19,100 7,600 0.60 0.33 0.23 0.24 0.26 0.30 19 6 4 1 3 1 9.5 3.0 2.0 0.5 1.5 0.5 2.75 0.82 0.81 0.28 0.83 0.60 1 0 0 0 0 0 GREENWAY-HAYDEN SCOTTSDALE FRANK LLOYD WRIGHT 18,700 1.26 18 9.0 1.05 0 FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SCOTTSDALE GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE 36,400 44,900 45,600 35,700 36,200* 30,600* 24,800 1.05 0.90 0.13 0.21 0.52 0.34 0.19 17 60 10 12 10 7 10 8.5 30.0 5.0 6.0 5.0 3.5 5.0 0.61 2.03 2.31 2.19 0.73 0.92 2.91 0 1 0 0 0 0 0 *Estimated Volume 2024 Traffic Volume and Collision Data Page 25 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE NO. OF KSI COL IN 2YRS FRANK LLOYD WRIGHT RAINTREE THUNDERBIRD 26,300 0.50 3 1.5 0.31 0 BELL BELL BELL BELL BELL HAYDEN PERIMETER 101 FREEWAY 94TH 98TH PERIMETER 101 FREEWAY 94TH 98TH THOMPSON PEAK 8,700 11,700* 20,600* 15,100* 11,200 0.62 0.33 0.65 0.50 0.50 4 0 8 2 7 2.0 0.0 4.0 1.0 3.5 1.02 0.00 0.82 0.36 1.71 0 0 1 0 0 PRINCESS PRINCESS HAYDEN PERIMETER PERIMETER 101 FREEWAY 7,400 13,600* 0.59 0.27 8 2 4.0 1.0 2.51 0.75 2 0 LEGACY LEGACY PIMA 94TH 94TH THOMPSON PEAK 10,700 8,600 0.52 0.71 1 1 0.5 0.5 0.25 0.22 0 1 THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK SCOTTSDALE HAYDEN PIMA HAYDEN PIMA WINDGATE PASS 10,000 16,800 11,300 1.09 1.08 1.81 6 9 6 3.0 4.5 3.0 0.75 0.68 0.40 0 0 0 GRAYHAWK SCOTTSDALE HAYDEN 3,200 0.77 1 0.5 0.56 1 DEER VALLEY SCOTTSDALE MILLER 3,000 0.50 1 0.5 0.91 0 WILLIAMS SCOTTSDALE MILLER 3,800 0.50 0 0.0 0.00 0 PINNACLE PEAK PINNACLE PEAK SCOTTSDALE MILLER MILLER PIMA 16,300 15,800 0.50 1.50 27 11 13.5 5.5 4.54 0.64 0 0 HAPPY VALLEY HAPPY VALLEY SCOTTSDALE PIMA PIMA ALMA SCHOOL 4,000 18,200* 2.00 1.95 4 9 2.0 4.5 0.68 0.35 1 0 JOMAX SCOTTSDALE PIMA 1,700 2.02 2 1.0 0.80 1 DYNAMITE DYNAMITE DYNAMITE DYNAMITE DYNAMITE 56TH 64TH SCOTTSDALE PIMA ALMA SCHOOL 64TH SCOTTSDALE PIMA ALMA SCHOOL 136TH 10,200 10,100 11,700 22,000* 12,300* 1.00 1.00 2.00 2.88 3.21 5 3 7 27 15 2.5 1.5 3.5 13.5 7.5 0.67 0.41 0.41 0.58 0.52 0 0 1 1 0 DIXILETA SCOTTSDALE PIMA 2,200 2.00 0 0.0 0.00 0 LONE MOUNTAIN SCOTTSDALE PIMA 7,100 2.00 0 0.0 0.00 0 WESTLAND WESTLAND SCOTTSDALE PIMA PIMA STAGECOACH 5,500 1,900 2.00 2.64 3 1 1.5 0.5 0.37 0.27 0 0 CAREFREE CAREFREE 56TH 60TH 60TH SCOTTSDALE 17,300 16,000 0.50 1.40 4 7 2.0 3.5 0.63 0.43 0 1 STAGECOACH PIMA LEGEND 2,100 0.60 0 0.0 0.00 0 CAVE CREEK DESERT MOUNTAIN BARTLETT DAM RD 2,500 3.15 16 8.0 2.78 3 *Estimated Volume 2024 Traffic Volume and Collision Data Page 26 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 27 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Segment Collision Data Sorted by Descending Collision Rate NOTE: Collision Rates are useful for comparing the collision experience at different locations, which might have different characteristics. The collision rate for segments includes the number of collisions, average daily traffic volume, and the time period (usually 1 year/ 365 days), and the length of the segment. The segment collision rate is expressed as collisions per million vehicle miles. The formula for calculating the segment collision rate is as follows: Segment Collision Rate = Number of Collisions * 1,000,000 . Average Daily Traffic Volume * Length of Segment * 365 * 2 2024 Traffic Volume and Collision Data Page 28 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Collision Rate 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK HAYDEN GRANITE REEF GOLDWATER OAK PINNACLE PEAK SCOTTSDALE 68TH CAMELBACK DRINKWATER HAYDEN NORTHSIGHT THOMAS SCOTTSDALE SCOTTSDALE SCOTTSDALE OSBORN OSBORN SCOTTSDALE SCOTTSDALE THOMAS FRANK LLOYD WRIGHT OSBORN INDIAN SCHOOL MILLER MILLER INDIAN SCHOOL INDIAN SCHOOL MILLER OSBORN OSBORN 21,500 1,600* 11,600 1,700 16,300 12,200* 10,000* 21,800 6,300 25,400 0.25 0.51 0.62 0.50 0.50 0.50 0.50 0.49 0.40 0.50 28 4 30 3 27 20 16 34 7 35 14.0 2.0 15.0 1.5 13.5 10.0 8.0 17.0 3.5 17.5 7.14 6.72 5.71 4.83 4.54 4.49 4.38 4.36 3.81 3.78 1 2 3 4 5 6 7 8 9 10 DRINKWATER 92ND MCDOWELL 124TH 100TH 64TH ROOSEVELT OSBORN FRANK LLOYD WRIGHT SHEA OSBORN THUNDERBIRD MILLER SHEA SWEETWATER OSBORN SCOTTSDALE 64TH THOMPSON PEAK 101 FREEWAY INDIAN SCHOOL RAINTREE HAYDEN VIA LINDA FRANK LLOYD WRIGHT INDIAN SCHOOL MILLER 68TH RAINTREE 90TH 9,000* 2,300 33,100 5,200 3,200 17,100* 2,700* 5,000 24,800 61,300* 0.50 0.50 0.50 0.50 0.56 0.21 0.50 0.47 0.19 0.27 12 3 41 6 4 8 3 5 10 35 6.0 1.5 20.5 3.0 2.0 4.0 1.5 2.5 5.0 17.5 3.65 3.57 3.39 3.16 3.06 3.05 3.04 2.91 2.91 2.90 11 12 13 14 15 16 17 18 19 20 OSBORN GRANITE REEF SCOTTSDALE 60TH CAVE CREEK NORTHSIGHT MILLER RAINTREE ROOSEVELT FRANK LLOYD WRIGHT SCOTTSDALE CAMELBACK OAK OAK DESERT MOUNTAIN RAINTREE OSBORN HAYDEN MILLER SHEA DRINKWATER CHAPARRAL THOMAS THOMAS BARTLETT DAM RD HAYDEN INDIAN SCHOOL NORTHSIGHT HAYDEN VIA LINDA 7,700 2,900* 33,100 1,000 2,500 17,400 8,900 15,800* 3,000* 21,400 0.25 0.50 0.50 0.49 3.15 0.68 0.50 0.60 0.51 0.48 4 3 34 1 16 24 9 19 3 20 2.0 1.5 17.0 0.5 8.0 12.0 4.5 9.5 1.5 10.0 2.85 2.83 2.81 2.80 2.78 2.78 2.77 2.75 2.69 2.67 21 22 23 24 25 26 27 28 29 30 MILLER 124TH 92ND 90TH 68TH PRINCESS SCOTTSDALE CAMELBACK MCDOWELL THOMAS INDIAN SCHOOL MOUNTAIN VIEW SHEA MOUNTAIN VIEW THOMAS HAYDEN MOUNTAIN VIEW 68TH GRANITE REEF SCOTTSDALE CAMELBACK SHEA CHOLLA SHEA OSBORN PERIMETER SHEA GOLDWATER PIMA MILLER 11,300 2,100 16,000 16,600 10,900* 7,400 29,200 26,400 28,800* 28,900 0.50 0.50 0.50 0.52 0.50 0.59 0.49 0.23 0.50 0.50 11 2 15 16 10 8 26 11 26 26 5.5 1.0 7.5 8.0 5.0 4.0 13.0 5.5 13.0 13.0 2.67 2.61 2.57 2.54 2.51 2.51 2.49 2.48 2.47 2.46 31 32 33 34 35 36 37 38 39 40 DRINKWATER MILLER CAMELBACK CHOLLA GOLDWATER FRANK LLOYD WRIGHT SCOTTSDALE FRANK LLOYD WRIGHT OAK INDIAN SCHOOL INDIAN SCHOOL THOMAS HAYDEN 64TH CAMELBACK HAYDEN PARADISE 101 FREEWAY 68TH 68TH SCOTTSDALE OSBORN GRANITE REEF SCOTTSDALE CHAPARRAL 101 FREEWAY FRANK LLOYD WRIGHT 90TH SCOTTSDALE GOLDWATER 6,900* 9,100 3,500* 2,300 21,600 45,600 38,100 35,700 2,600 26,500 0.49 0.50 0.49 1.00 0.64 0.13 0.35 0.21 0.50 0.25 6 8 3 4 24 10 22 12 2 10 3.0 4.0 1.5 2.0 12.0 5.0 11.0 6.0 1.0 5.0 2.43 2.41 2.40 2.38 2.38 2.31 2.26 2.19 2.11 2.07 41 42 43 44 45 46 47 48 49 50 SCOTTSDALE SCOTTSDALE FRANK LLOYD WRIGHT SCOTTSDALE SWEETWATER SCOTTSDALE 96TH VIA LINDA THOMAS PRINCESS GREENWAY-HAYDEN MCDOWELL SCOTTSDALE FRANK LLOYD WRIGHT MOUNTAIN VIEW SHEA OSBORN MAYO HAYDEN OAK HAYDEN PRINCESS SHEA FRANK LLOYD WRIGHT 30,600 29,500 44,900 36,300 2,800 39,800 10,100 11,100 0.50 0.59 0.90 0.50 1.00 0.59 0.50 1.17 23 26 60 26 4 33 7 18 11.5 13.0 30.0 13.0 2.0 16.5 3.5 9.0 2.06 2.05 2.03 1.96 1.96 1.93 1.90 1.90 51 52 53 54 55 56 57 58 *Estimated Volume 2024 Traffic Volume and Collision Data Page 29 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Collision Rate 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK HAYDEN SCOTTSDALE PRINCESS BUTHERUS 101 FREEWAY GREENWAY-HAYDEN 18,300 34,600 0.75 0.21 19 10 9.5 5.0 1.90 1.89 59 60 THOMPSON PEAK 104TH CHAPARRAL OSBORN THOMAS THOMAS HAYDEN REDFIELD SHEA THOMAS FRANK LLOYD WRIGHT SHEA MILLER DRINKWATER 68TH MILLER OSBORN 76TH 92ND 64TH 100TH CACTUS 78TH MILLER SCOTTSDALE HAYDEN INDIAN SCHOOL HAYDEN 96TH 68TH 22,400 2,200 17,600 8,900* 27,100 29,300 20,100 15,900* 39,100 25,500* 0.26 1.00 0.25 0.25 0.50 0.50 0.50 0.49 0.50 0.50 8 3 6 3 18 19 13 10 25 16 4.0 1.5 3.0 1.5 9.0 9.5 6.5 5.0 12.5 8.0 1.88 1.87 1.87 1.85 1.82 1.78 1.77 1.76 1.75 1.72 61 62 63 64 65 66 67 68 69 70 INDIAN SCHOOL BELL CHAPARRAL PERIMETER OSBORN 100TH INDIAN SCHOOL MCKELLIPS GRANITE REEF SCOTTSDALE MILLER 98TH 78TH BELL 68TH THOMPSON PEAK HAYDEN SCOTTSDALE ROOSEVELT ROOSEVELT HAYDEN THOMPSON PEAK HAYDEN PRINCESS SCOTTSDALE FRANK LLOYD WRIGHT GRANITE REEF MILLER MCDOWELL MCDOWELL 33,600 11,200 18,700* 5,100 6,600 3,400 37,000 10,400 3,400 31,100* 0.50 0.50 0.26 0.32 0.50 0.49 0.50 0.49 0.50 0.50 21 7 6 2 4 2 22 6 2 18 10.5 3.5 3.0 1.0 2.0 1.0 11.0 3.0 1.0 9.0 1.71 1.71 1.69 1.68 1.66 1.64 1.63 1.61 1.61 1.59 71 72 73 74 75 76 77 78 79 80 THOMAS GRANITE REEF PIMA CAMELBACK SCOTTSDALE HAYDEN NORTHSIGHT/THUNDERBIRD SCOTTSDALE VIA LINDA 96TH GRANITE REEF MCDOWELL 101 FREEWAY GOLDWATER SWEETWATER INDIAN BEND 90TH WILLIAMS FRANK LLOYD WRIGHT CACTUS PIMA OAK LEGACY SCOTTSDALE THUNDERBIRD MCCORMICK RAINTREE PINNACLE PEAK 124TH SWEETWATER 31,800* 3,500 37,800* 23,800 43,000 29,400* 10,100 29,900 15,600 3,800 0.49 0.50 0.63 0.26 0.50 0.46 0.99 0.50 1.33 0.50 18 2 27 7 24 15 11 16 22 2 9.0 1.0 13.5 3.5 12.0 7.5 5.5 8.0 11.0 1.0 1.58 1.57 1.55 1.55 1.53 1.52 1.51 1.47 1.45 1.44 81 82 83 84 85 86 87 88 89 90 92ND HAYDEN 64TH SCOTTSDALE PIMA VIA LINDA VIA LINDA SCOTTSDALE VIA DE VENTURA SHEA MOUNTAIN VIEW RAINTREE CHOLLA CACTUS INDIAN SCHOOL 90TH HAYDEN THOMPSON PEAK HAYDEN HAYDEN SHEA NORTHSIGHT CACTUS SWEETWATER CHAPARRAL 96TH 90TH GRAYHAWK PIMA 101 FREEWAY 15,900 20,400* 7,700 43,100 7,900* 26,300 6,000 38,300 23,700 47,400* 0.48 0.89 0.50 0.50 1.00 0.79 0.99 0.50 0.43 1.00 8 19 4 22 8 21 6 19 10 46 4.0 9.5 2.0 11.0 4.0 10.5 3.0 9.5 5.0 23.0 1.44 1.43 1.42 1.40 1.39 1.38 1.38 1.36 1.34 1.33 91 92 93 94 95 96 97 98 99 100 SHEA HAYDEN MOUNTAIN VIEW INDIAN SCHOOL HAYDEN SHEA MCDONALD OAK MILLER OSBORN SCOTTSDALE OAK 90TH GRANITE REEF INDIAN SCHOOL 64TH HAYDEN HAYDEN ROOSEVELT MILLER HAYDEN THOMAS 92ND PIMA CAMELBACK 70TH GRANITE REEF GRANITE REEF MCDOWELL HAYDEN 38,700 27,400 15,600 36,200 24,800 41,300 24,400* 2,300* 6,800 8,900* 1.00 0.50 0.34 0.50 0.52 0.74 0.50 0.49 0.50 0.51 37 13 5 17 12 28 11 1 3 4 18.5 6.5 2.5 8.5 6.0 14.0 5.5 0.5 1.5 2.0 1.31 1.30 1.29 1.29 1.27 1.26 1.24 1.22 1.21 1.21 101 102 103 104 105 106 107 108 109 110 THOMAS SCOTTSDALE OAK CACTUS 68TH HAYDEN INDIAN SCHOOL 56TH 94TH MCDOWELL GRANITE REEF CAMELBACK 60TH 96TH OAK 27,900 23,400* 2,300 14,200 9,500 0.50 0.50 0.51 0.25 0.50 12 10 1 3 4 6.0 5.0 0.5 1.5 2.0 1.18 1.17 1.17 1.16 1.15 111 112 113 114 115 *Estimated Volume 2024 Traffic Volume and Collision Data Page 30 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Collision Rate 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK OSBORN INDIAN SCHOOL SHEA VIA LINDA HAYDEN HAYDEN DRINKWATER 90TH 124TH MCDOWELL GRANITE REEF MILLER 92ND 132ND OAK 2,400* 28,800 54,400 8,600 24,600 0.50 0.25 0.20 1.00 0.50 1 6 9 7 10 0.5 3.0 4.5 3.5 5.0 1.14 1.14 1.13 1.12 1.11 116 117 118 119 120 MCDOWELL CHAPARRAL MOUNTAIN VIEW MILLER SHEA GREENWAY-HAYDEN VIA DE VENTURA 92ND BELL SCOTTSDALE HAYDEN 68TH VIA LINDA OAK 70TH SCOTTSDALE VIA LINDA RAINTREE HAYDEN PINNACLE PEAK GRANITE REEF SCOTTSDALE 117TH THOMAS SCOTTSDALE FRANK LLOYD WRIGHT HAYDEN FRANK LLOYD WRIGHT PERIMETER HAPPY VALLEY 28,300 5,000 6,400 7,700 36,000 18,700 12,700 2,300* 8,700 32,500 0.48 0.50 2.37 0.50 0.25 1.26 0.63 0.58 0.62 1.00 11 2 12 3 7 18 6 1 4 23 5.5 1.0 6.0 1.5 3.5 9.0 3.0 0.5 2.0 11.5 1.11 1.10 1.08 1.07 1.07 1.05 1.03 1.03 1.02 0.97 121 122 123 124 125 126 127 128 129 130 64TH GOLDWATER CAMELBACK CACTUS VIA LINDA FRANK LLOYD WRIGHT MOUNTAIN VIEW DEER VALLEY INDIAN SCHOOL SCOTTSDALE MCDOWELL INDIAN SCHOOL MILLER 101 FREEWAY MOUNTAIN VIEW 92ND/100TH SCOTTSDALE SCOTTSDALE SCOTTSDALE MCDONALD OAK CAMELBACK HAYDEN 94TH SHEA THOMPSON PEAK HAYDEN MILLER DRINKWATER LINCOLN 20,700 17,100 20,400* 20,100* 14,000 30,600* 9,100 3,000 24,100 42,300 0.49 0.51 0.50 0.73 1.16 0.34 1.15 0.50 0.25 0.50 7 6 7 10 11 7 7 1 4 14 3.5 3.0 3.5 5.0 5.5 3.5 3.5 0.5 2.0 7.0 0.95 0.94 0.94 0.93 0.93 0.92 0.92 0.91 0.91 0.91 131 132 133 134 135 136 137 138 139 140 SCOTTSDALE MILLER GREENWAY-HAYDEN CAMELBACK 90TH HAYDEN MCDOWELL SCOTTSDALE 68TH MILLER SHEA CAMELBACK FRANK LLOYD WRIGHT 64TH VIA LINDA REDFIELD SCOTTSDALE LINCOLN OAK MCDOWELL CHOLLA CHAPARRAL BELL 68TH MOUNTAIN VIEW RAINTREE MILLER INDIAN BEND THOMAS OAK 39,400 6,200 23,300 28,100 18,200 23,600* 31,800 45,600 9,900 6,600 0.50 0.50 0.40 0.50 0.43 0.40 0.50 0.50 0.50 0.50 13 2 6 9 5 6 10 14 3 2 6.5 1.0 3.0 4.5 2.5 3.0 5.0 7.0 1.5 1.0 0.90 0.88 0.88 0.88 0.88 0.87 0.86 0.84 0.83 0.83 141 142 143 144 145 146 147 148 149 150 RAINTREE RAINTREE BELL RAINTREE THOMAS MCCORMICK JOMAX CHAPARRAL HAYDEN THOMPSON PEAK 92ND NORTHSIGHT 101 FREEWAY 101 FREEWAY 56TH SCOTTSDALE SCOTTSDALE SCOTTSDALE SHEA SCOTTSDALE THOMPSON PEAK 101 FREEWAY 94TH 90TH/REDFIELD 60TH HAYDEN PIMA MILLER CACTUS HAYDEN 19,100 30,200* 20,600* 29,500* 20,000 6,600* 1,700 17,300 23,500 10,000 0.26 0.33 0.65 0.23 0.51 1.30 2.02 0.50 1.00 1.09 3 6 8 4 6 5 2 5 13 6 1.5 3.0 4.0 2.0 3.0 2.5 1.0 2.5 6.5 3.0 0.83 0.82 0.82 0.81 0.81 0.80 0.80 0.79 0.76 0.75 151 152 153 154 155 156 157 158 159 160 SHEA INDIAN SCHOOL PRINCESS CHAPARRAL SCOTTSDALE FRANK LLOYD WRIGHT HAYDEN PIMA ROOSEVELT 68TH FRANK LLOYD WRIGHT GOLDWATER PERIMETER HAYDEN MAYO 90TH 101 FREEWAY PINNACLE PEAK HAYDEN CAMELBACK 124TH SCOTTSDALE 101 FREEWAY GRANITE REEF 101 FREEWAY 92ND/100TH THOMPSON PEAK HAPPY VALLEY GRANITE REEF CHAPARRAL 40,900 22,000 13,600* 23,100* 44,200 36,200* 27,700 41,800 3,900* 7,800 1.25 0.25 0.27 0.48 0.17 0.52 1.23 1.00 0.49 0.50 28 3 2 6 4 10 18 22 1 2 14.0 1.5 1.0 3.0 2.0 5.0 9.0 11.0 0.5 1.0 0.75 0.75 0.75 0.74 0.73 0.73 0.72 0.72 0.72 0.70 161 162 163 164 165 166 167 168 169 170 HAYDEN GRANITE REEF BELL CHAPARRAL PRINCESS MCDONALD 19,600 5,900* 0.20 1.00 2 3 1.0 1.5 0.70 0.70 171 172 *Estimated Volume 2024 Traffic Volume and Collision Data Page 31 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Collision Rate 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK 68TH HAYDEN HAPPY VALLEY MCDOWELL THOMPSON PEAK DYNAMITE THUNDERBIRD SCOTTSDALE INDIAN SCHOOL ROOSEVELT SCOTTSDALE 68TH HAYDEN 56TH 90TH 101 FREEWAY CAMELBACK MCDOWELL PIMA SCOTTSDALE PIMA 64TH 92ND THOMPSON PEAK 15,900 24,000 4,000 28,200 16,800 10,200 8,200 41,300 0.50 0.50 2.00 0.50 1.08 1.00 0.25 0.75 4 6 4 7 9 5 1 15 2.0 3.0 2.0 3.5 4.5 2.5 0.5 7.5 0.69 0.68 0.68 0.68 0.68 0.67 0.67 0.66 173 174 175 176 177 178 179 180 MCKELLIPS MOUNTAIN VIEW 96TH HAYDEN MILLER GRANITE REEF PINNACLE PEAK CAREFREE THOMPSON PEAK 136TH MILLER 96TH SHEA MCKELLIPS WILLIAMS INDIAN SCHOOL MILLER 56TH HORSESHOE CANYON SHEA HAYDEN VIA LINDA CHOLLA ROOSEVELT PINNACLE PEAK CAMELBACK PIMA 60TH WINDGATE PASS VIA LINDA 12,400 10,200 8,300 25,300 12,800 4,300* 15,800 17,300 11,400 4,400 0.50 0.61 0.50 0.50 0.50 0.50 1.50 0.50 0.38 0.50 3 3 2 6 3 1 11 4 2 1 1.5 1.5 1.0 3.0 1.5 0.5 5.5 2.0 1.0 0.5 0.66 0.66 0.66 0.65 0.64 0.64 0.64 0.63 0.63 0.62 181 182 183 184 185 186 187 188 189 190 CHAPARRAL 94TH/THOMPSON PEAK FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT CACTUS RAINTREE CACTUS DYNAMITE INDIAN BEND DOUBLETREE GRANITE REEF THUNDERBIRD SCOTTSDALE CACTUS SCOTTSDALE THOMPSON PEAK 84TH PIMA HAYDEN SCOTTSDALE PIMA FRANK LLOYD WRIGHT GREENWAY-HAYDEN 100TH HAYDEN FRANK LLOYD WRIGHT 101 FREEWAY ALMA SCHOOL PIMA VIA LINDA 26,400* 17,500 36,400 26,100 36,300 7,600 26,100* 22,000* 19,000 14,100 0.50 0.77 1.05 1.64 1.00 0.30 0.44 2.88 0.99 1.34 6 6 17 19 16 1 5 27 8 8 3.0 3.0 8.5 9.5 8.0 0.5 2.5 13.5 4.0 4.0 0.62 0.61 0.61 0.61 0.60 0.60 0.60 0.58 0.58 0.58 191 192 193 194 195 196 197 198 199 200 SCOTTSDALE GRAYHAWK SCOTTSDALE CACTUS HAYDEN SCOTTSDALE PIMA MCDONALD DYNAMITE PIMA DIXILETA SCOTTSDALE GREENWAY-HAYDEN 64TH VIA DE VENTURA ASHLER HILLS CHAPARRAL GRANITE REEF ALMA SCHOOL WESTLAND/LEGEND LONE MOUNTAIN HAYDEN PARADISE SCOTTSDALE VIA LINDA WESTLAND MCDONALD PIMA 136TH STAGECOACH PASS 24,100 3,200 34,600 30,000 24,000 22,800 7,800* 26,200* 12,300* 12,300 1.00 0.77 0.50 1.00 0.94 1.00 1.00 0.50 3.21 1.50 10 1 7 12 9 9 3 5 15 7 5.0 0.5 3.5 6.0 4.5 4.5 1.5 2.5 7.5 3.5 0.57 0.56 0.55 0.55 0.55 0.54 0.53 0.52 0.52 0.52 201 202 203 204 205 206 207 208 209 210 PIMA SCOTTSDALE SCOTTSDALE HAYDEN PIMA PIMA SCOTTSDALE SCOTTSDALE MOUNTAIN VIEW VIA LINDA MCDOWELL DEER VALLEY CAMELBACK VIA LINDA HUALAPAI LEGACY THUNDERBIRD CHOLLA 92ND 96TH THOMAS WILLIAMS CHAPARRAL MOUNTAIN VIEW THOMPSON PEAK HUALAPAI BUTHERUS CACTUS 96TH MOUNTAIN VIEW 5,400* 38,000 33,300 27,800 31,500 33,700 40,300 40,800 7,300 20,700 1.00 0.50 0.50 0.60 1.00 0.60 0.79 0.50 0.40 0.57 2 7 6 6 11 7 11 7 1 4 1.0 3.5 3.0 3.0 5.5 3.5 5.5 3.5 0.5 2.0 0.51 0.50 0.49 0.49 0.48 0.47 0.47 0.47 0.47 0.46 211 212 213 214 215 216 217 218 219 220 MOUNTAIN VIEW FRANK LLOYD WRIGHT SCOTTSDALE SCOTTSDALE 64TH SCOTTSDALE MCDONALD CAREFREE SCOTTSDALE CACTUS HAYDEN VIA LINDA MCCORMICK LONE MOUNTAIN THOMAS JOMAX SCOTTSDALE 60TH CHAPARRAL HAYDEN 90TH CACTUS DOUBLETREE ASHLER HILLS OSBORN DYNAMITE HAYDEN SCOTTSDALE MCDONALD 84TH 11,600 30,700 39,200 24,600 18,100* 31,200 22,600 16,000 42,100 26,200 1.28 0.69 1.09 0.50 0.51 1.00 0.99 1.40 1.01 0.50 5 7 14 4 3 10 7 7 13 4 2.5 3.5 7.0 2.0 1.5 5.0 3.5 3.5 6.5 2.0 0.46 0.45 0.45 0.45 0.45 0.44 0.43 0.43 0.42 0.42 221 222 223 224 225 226 227 228 229 230 *Estimated Volume 2024 Traffic Volume and Collision Data Page 32 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Collision Rate 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK HAYDEN DYNAMITE THOMPSON PEAK DYNAMITE THUNDERBIRD/REDFIELD HAYDEN THOMPSON PEAK SHEA 64TH THOMAS MCCORMICK SCOTTSDALE BELL 64TH SCOTTSDALE CHAPARRAL PIMA 96TH SHEA 60TH VIA DE VENTURA PIMA LEGACY SCOTTSDALE 76TH MCDONALD WINDGATE PASS VIA LINDA CHOLLA 64TH 28,000* 11,700 14,100 10,100 17,500* 27,200 11,300 38,200 6,700 20,400* 0.82 2.00 1.19 1.00 0.58 1.00 1.81 1.25 0.51 0.51 7 7 5 3 3 8 6 14 1 3 3.5 3.5 2.5 1.5 1.5 4.0 3.0 7.0 0.5 1.5 0.42 0.41 0.41 0.41 0.40 0.40 0.40 0.40 0.40 0.40 231 232 233 234 235 236 237 238 239 240 VIA LINDA 94TH SHEA MCDOWELL WESTLAND PIMA INDIAN SCHOOL BELL HAPPY VALLEY INDIAN SCHOOL VIA DE VENTURA SWEETWATER 124TH 64TH SCOTTSDALE THOMAS 60TH 94TH PIMA 64TH HAYDEN THUNDERBIRD 130TH 68TH PIMA INDIAN SCHOOL 64TH 98TH ALMA SCHOOL 68TH 4,700 14,100 42,600 27,900 5,500 7,400* 20,300* 15,100* 18,200* 28,300* 0.74 0.50 0.75 0.51 2.00 1.00 0.55 0.50 1.95 0.56 1 2 9 4 3 2 3 2 9 4 0.5 1.0 4.5 2.0 1.5 1.0 1.5 1.0 4.5 2.0 0.39 0.39 0.39 0.39 0.37 0.37 0.37 0.36 0.35 0.35 241 242 243 244 245 246 247 248 249 250 PIMA PIMA PIMA HAYDEN SCOTTSDALE FRANK LLOYD WRIGHT THOMPSON PEAK SCOTTSDALE HAYDEN INDIAN BEND INDIAN BEND HAPPY VALLEY DYNAMITE CAMELBACK DYNAMITE RAINTREE MCDOWELL MTN RANCH DOUBLETREE SWEETWATER SCOTTSDALE VIA DE VENTURA JOMAX DIXILETA CHAPARRAL DIXILETA THUNDERBIRD BELL MOUNTAIN VIEW REDFIELD HAYDEN 11,900 25,800 16,400 26,000 26,300 26,300 16,800* 43,900 19,900 18,500 1.00 0.93 1.00 0.50 1.00 0.50 0.81 0.52 0.69 0.99 3 6 4 3 6 3 3 5 3 4 1.5 3.0 2.0 1.5 3.0 1.5 1.5 2.5 1.5 2.0 0.35 0.34 0.33 0.32 0.31 0.31 0.30 0.30 0.30 0.30 251 252 253 254 255 256 257 258 259 260 CACTUS RAINTREE PIMA WESTLAND PIMA SHEA LEGACY PIMA LEGACY THOMPSON PEAK 96TH 90TH/REDFIELD THOMPSON PEAK PIMA MCDONALD 130TH PIMA JOMAX 94TH LEGACY 100TH 92ND PINNACLE PEAK STAGECOACH INDIAN BEND 136TH 94TH DYNAMITE THOMPSON PEAK HORSESHOE CANYON 9,200 20,500* 40,100 1,900 10,100* 27,400 10,700 24,000 8,600 13,000 0.50 0.24 1.50 2.64 1.00 0.75 0.52 1.00 0.71 0.47 1 1 12 1 2 4 1 4 1 1 0.5 0.5 6.0 0.5 1.0 2.0 0.5 2.0 0.5 0.5 0.30 0.28 0.27 0.27 0.27 0.27 0.25 0.23 0.22 0.22 261 262 263 264 265 266 267 268 269 270 SCOTTSDALE HAYDEN 100TH HAYDEN 94TH MILLER FRANK LLOYD WRIGHT 64TH HAYDEN HAYDEN GRAYHAWK MOUNTAIN VIEW FRANK LLOYD WRIGHT MCDONALD CHOLLA DEER VALLEY 100TH OAK GRAYHAWK THOMPSON PEAK DEER VALLEY SHEA THOMPSON PEAK INDIAN BEND CACTUS WILLIAMS THUNDERBIRD THOMAS DEER VALLEY GRAYHAWK 36,800 25,900 7,000 29,400 12,800 15,400 25,900 17,300* 17,400 18,600 0.50 0.50 0.96 1.01 0.58 0.50 0.30 0.50 0.50 0.53 3 2 1 4 1 1 1 1 1 1 1.5 1.0 0.5 2.0 0.5 0.5 0.5 0.5 0.5 0.5 0.22 0.21 0.20 0.18 0.18 0.18 0.18 0.16 0.16 0.14 271 272 273 274 275 276 277 278 279 280 THOMPSON PEAK SCOTTSDALE PIMA SHEA HAYDEN SCOTTSDALE SHEA 100TH HAPPY VALLEY LONE MOUNTAIN VIA LINDA CACTUS INDIAN BEND 136TH MCDOWELL MTN RANCH JOMAX WESTLAND/LEGEND FRANK LLOYD WRIGHT SWEETWATER MCCORMICK 142ND 35,400* 36,600 15,200 35,300 24,000 41,000 30,900 0.61 0.93 1.50 0.99 0.50 0.89 0.81 2 3 2 3 1 3 2 1.0 1.5 1.0 1.5 0.5 1.5 1.0 0.13 0.12 0.12 0.12 0.11 0.11 0.11 281 282 283 284 285 286 287 *Estimated Volume 2024 Traffic Volume and Collision Data Page 33 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Collision Rate 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK SCOTTSDALE PIMA 68TH MCKELLIPS DIXILETA CONTINENTAL ROOSEVELT LONE MOUNTAIN MCDOWELL 30,700* 15,400 7,900 0.50 1.00 0.50 1 1 0 0.5 0.5 0.0 0.09 0.09 0.00 288 289 290 SCOTTSDALE MILLER GRANITE REEF 94TH 94TH 96TH 96TH 96TH 100TH 104TH WESTLAND MCKELLIPS OAK CACTUS BELL VIA LINDA CHOLLA SWEETWATER CACTUS CACTUS CAREFREE ROOSEVELT THOMAS SWEETWATER LEGACY MOUNTAIN VIEW CACTUS THUNDERBIRD SWEETWATER SWEETWATER 20,100 5,100 2,900 13,700 4,800* 5,500 7,200 3,200 3,400 1,300 0.52 0.50 0.49 0.50 0.91 0.25 0.50 0.50 0.50 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 291 292 293 294 295 296 297 298 299 300 ALMA SCHOOL 114TH/117TH 130TH/132ND CONTINENTAL OAK VIA LINDA MOUNTAIN VIEW CHOLLA CACTUS CACTUS HAPPY VALLEY MOUNTAIN VIEW SHEA 68TH 60TH 132ND 117TH 92ND 100TH 104TH JOMAX SHEA VIA LINDA SCOTTSDALE 64TH 136TH 124TH 96TH 104TH FRANK LLOYD WRIGHT 8,700* 3,100 4,400 2,700* 1,900 4,900 1,100 1,100 6,200 4,300 2.36 0.86 0.60 0.50 0.51 0.50 0.76 0.50 0.50 0.78 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 301 302 303 304 305 306 307 308 309 310 SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER THUNDERBIRD THUNDERBIRD THUNDERBIRD BELL WILLIAMS 89TH 94TH 96TH 100TH 104TH 92ND 94TH 96TH PERIMETER SCOTTSDALE 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 94TH 96TH FRANK LLOYD WRIGHT 101 FREEWAY MILLER 2,500* 2,100 2,100 1,700 1,700 5,600 4,300 3,900 11,700* 3,800 0.58 0.25 0.50 0.50 0.11 0.25 0.25 0.38 0.33 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 311 312 313 314 315 316 317 318 319 320 DIXILETA LONE MOUNTAIN STAGECOACH SCOTTSDALE SCOTTSDALE PIMA PIMA PIMA LEGEND 2,200 7,100 2,100 2.00 2.00 0.60 0 0 0 0.0 0.0 0.0 0.00 0.00 0.00 321 322 323 *Estimated Volume 2024 Traffic Volume and Collision Data Page 34 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 35 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Segment Collision Data Sorted by Descending Number of Collisions 2024 Traffic Volume and Collision Data Page 36 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of Collisions 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK FRANK LLOYD WRIGHT SHEA MCDOWELL SHEA HAYDEN SHEA CAMELBACK SCOTTSDALE SCOTTSDALE GOLDWATER GREENWAY-HAYDEN HAYDEN MILLER SCOTTSDALE THOMAS 101 FREEWAY SCOTTSDALE OAK FRANK LLOYD WRIGHT SCOTTSDALE HAYDEN 101 FREEWAY HAYDEN HAYDEN OSBORN 90TH MILLER THOMAS PRINCESS INDIAN SCHOOL 44,900 47,400* 33,100 38,700 25,400 61,300* 21,800 33,100 39,800 11,600 0.90 1.00 0.50 1.00 0.50 0.27 0.49 0.50 0.59 0.62 60 46 41 37 35 35 34 34 33 30 30.0 23.0 20.5 18.5 17.5 17.5 17.0 17.0 16.5 15.0 2.03 1.33 3.39 1.31 3.78 2.90 4.36 2.81 1.93 5.71 1 2 3 4 5 6 7 8 9 10 HAYDEN SHEA SHEA PINNACLE PEAK PIMA DYNAMITE SCOTTSDALE MCDOWELL THOMAS SCOTTSDALE NORTHSIGHT 64TH FRANK LLOYD WRIGHT SCOTTSDALE 101 FREEWAY PIMA MOUNTAIN VIEW GRANITE REEF SCOTTSDALE PRINCESS FRANK LLOYD WRIGHT 70TH 124TH MILLER LEGACY ALMA SCHOOL SHEA PIMA MILLER MAYO 21,500 41,300 40,900 16,300 37,800* 22,000* 29,200 28,800* 28,900 29,500 0.25 0.74 1.25 0.50 0.63 2.88 0.49 0.50 0.50 0.59 28 28 28 27 27 27 26 26 26 26 14.0 14.0 14.0 13.5 13.5 13.5 13.0 13.0 13.0 13.0 7.14 1.26 0.75 4.54 1.55 0.58 2.49 2.47 2.46 2.05 11 12 13 14 15 16 17 18 19 20 SCOTTSDALE SHEA NORTHSIGHT GOLDWATER SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE INDIAN SCHOOL VIA LINDA MCDOWELL 92ND RAINTREE CAMELBACK SWEETWATER THOMAS PINNACLE PEAK PARADISE HAYDEN FRANK LLOYD WRIGHT OAK 96TH HAYDEN CHAPARRAL THUNDERBIRD OSBORN HAPPY VALLEY FRANK LLOYD WRIGHT GRANITE REEF 124TH 36,300 39,100 17,400 21,600 43,000 30,600 32,500 38,100 37,000 15,600 0.50 0.50 0.68 0.64 0.50 0.50 1.00 0.35 0.50 1.33 26 25 24 24 24 23 23 22 22 22 13.0 12.5 12.0 12.0 12.0 11.5 11.5 11.0 11.0 11.0 1.96 1.75 2.78 2.38 1.53 2.06 0.97 2.26 1.63 1.45 21 22 23 24 25 26 27 28 29 30 SCOTTSDALE PIMA INDIAN SCHOOL VIA LINDA SCOTTSDALE FRANK LLOYD WRIGHT RAINTREE HAYDEN THOMAS HAYDEN CACTUS PINNACLE PEAK MILLER 90TH OSBORN SHEA HAYDEN PRINCESS MILLER RAINTREE SWEETWATER HAPPY VALLEY HAYDEN 96TH INDIAN SCHOOL VIA LINDA NORTHSIGHT 101 FREEWAY HAYDEN NORTHSIGHT 43,100 41,800 33,600 26,300 12,200* 21,400 15,800* 18,300 29,300 20,400* 0.50 1.00 0.50 0.79 0.50 0.48 0.60 0.75 0.50 0.89 22 22 21 21 20 20 19 19 19 19 11.0 11.0 10.5 10.5 10.0 10.0 9.5 9.5 9.5 9.5 1.40 0.72 1.71 1.38 4.49 2.67 2.75 1.90 1.78 1.43 31 32 33 34 35 36 37 38 39 40 SCOTTSDALE FRANK LLOYD WRIGHT VIA LINDA THOMAS SCOTTSDALE THOMAS GREENWAY-HAYDEN HAYDEN INDIAN SCHOOL FRANK LLOYD WRIGHT THOMPSON PEAK CACTUS SHEA 68TH ROOSEVELT GRANITE REEF SCOTTSDALE 101 FREEWAY GRANITE REEF SCOTTSDALE GRAYHAWK 100TH FRANK LLOYD WRIGHT SCOTTSDALE MCDOWELL PIMA FRANK LLOYD WRIGHT THOMPSON PEAK PIMA GREENWAY-HAYDEN 38,300 26,100 11,100 27,100 31,100* 31,800* 18,700 27,700 36,200 36,400 0.50 1.64 1.17 0.50 0.50 0.49 1.26 1.23 0.50 1.05 19 19 18 18 18 18 18 18 17 17 9.5 9.5 9.0 9.0 9.0 9.0 9.0 9.0 8.5 8.5 1.36 0.61 1.90 1.82 1.59 1.58 1.05 0.72 1.29 0.61 41 42 43 44 45 46 47 48 49 50 68TH CAVE CREEK 90TH THOMAS SCOTTSDALE CACTUS OSBORN DESERT MOUNTAIN MOUNTAIN VIEW 64TH WILLIAMS SCOTTSDALE INDIAN SCHOOL BARTLETT DAM RD SHEA 68TH PINNACLE PEAK HAYDEN 10,000* 2,500 16,600 25,500* 29,900 36,300 0.50 3.15 0.52 0.50 0.50 1.00 16 16 16 16 16 16 8.0 8.0 8.0 8.0 8.0 8.0 4.38 2.78 2.54 1.72 1.47 0.60 51 52 53 54 55 56 *Estimated Volume 2024 Traffic Volume and Collision Data Page 37 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of Collisions 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK 92ND HAYDEN SCOTTSDALE DYNAMITE SHEA INDIAN BEND 101 FREEWAY ALMA SCHOOL CHOLLA MCCORMICK THOMPSON PEAK 136TH 16,000 29,400* 41,300 12,300* 0.50 0.46 0.75 3.21 15 15 15 15 7.5 7.5 7.5 7.5 2.57 1.52 0.66 0.52 57 58 59 60 SCOTTSDALE SCOTTSDALE SCOTTSDALE SHEA HAYDEN HAYDEN SCOTTSDALE HAYDEN SCOTTSDALE DRINKWATER MCDONALD LINCOLN MCCORMICK 96TH OSBORN OAK SHEA SHEA CHAPARRAL OSBORN LINCOLN INDIAN BEND DOUBLETREE VIA LINDA INDIAN SCHOOL THOMAS CHOLLA CACTUS MCDONALD INDIAN SCHOOL 42,300 45,600 39,200 38,200 20,100 27,400 39,400 23,500 42,100 9,000* 0.50 0.50 1.09 1.25 0.50 0.50 0.50 1.00 1.01 0.50 14 14 14 14 13 13 13 13 13 12 7.0 7.0 7.0 7.0 6.5 6.5 6.5 6.5 6.5 6.0 0.91 0.84 0.45 0.40 1.77 1.30 0.90 0.76 0.42 3.65 61 62 63 64 65 66 67 68 69 70 FRANK LLOYD WRIGHT HAYDEN THOMAS MOUNTAIN VIEW CACTUS PIMA MILLER CAMELBACK NORTHSIGHT/THUNDERBIRD MCDONALD 101 FREEWAY INDIAN SCHOOL HAYDEN VIA LINDA 64TH THOMPSON PEAK INDIAN SCHOOL 68TH 90TH HAYDEN 90TH CAMELBACK GRANITE REEF 117TH SCOTTSDALE PINNACLE PEAK CAMELBACK GOLDWATER RAINTREE GRANITE REEF 35,700 24,800 27,900 6,400 30,000 40,100 11,300 26,400 10,100 24,400* 0.21 0.52 0.50 2.37 1.00 1.50 0.50 0.23 0.99 0.50 12 12 12 12 12 12 11 11 11 11 6.0 6.0 6.0 6.0 6.0 6.0 5.5 5.5 5.5 5.5 2.19 1.27 1.18 1.08 0.55 0.27 2.67 2.48 1.51 1.24 71 72 73 74 75 76 77 78 79 80 MCDOWELL VIA LINDA PINNACLE PEAK PIMA SCOTTSDALE FRANK LLOYD WRIGHT 68TH FRANK LLOYD WRIGHT INDIAN SCHOOL SCOTTSDALE HAYDEN MOUNTAIN VIEW MILLER HUALAPAI THUNDERBIRD THOMPSON PEAK THOMAS HAYDEN 68TH BUTHERUS GRANITE REEF SHEA PIMA THOMPSON PEAK BUTHERUS RAINTREE OSBORN 101 FREEWAY GOLDWATER GREENWAY-HAYDEN 28,300 14,000 15,800 31,500 40,300 24,800 10,900* 45,600 26,500 34,600 0.48 1.16 1.50 1.00 0.79 0.19 0.50 0.13 0.25 0.21 11 11 11 11 11 10 10 10 10 10 5.5 5.5 5.5 5.5 5.5 5.0 5.0 5.0 5.0 5.0 1.11 0.93 0.64 0.48 0.47 2.91 2.51 2.31 2.07 1.89 81 82 83 84 85 86 87 88 89 90 REDFIELD VIA DE VENTURA SCOTTSDALE HAYDEN CACTUS MCDOWELL FRANK LLOYD WRIGHT SCOTTSDALE SCOTTSDALE MILLER 76TH HAYDEN INDIAN SCHOOL MCDOWELL 101 FREEWAY SCOTTSDALE 90TH DIXILETA JOMAX OSBORN HAYDEN PIMA CAMELBACK OAK 94TH MILLER 92ND/100TH LONE MOUNTAIN DYNAMITE INDIAN SCHOOL 15,900* 23,700 23,400* 24,600 20,100* 31,800 36,200* 24,100 31,200 8,900 0.49 0.43 0.50 0.50 0.73 0.50 0.52 1.00 1.00 0.50 10 10 10 10 10 10 10 10 10 9 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 1.76 1.34 1.17 1.11 0.93 0.86 0.73 0.57 0.44 2.77 91 92 93 94 95 96 97 98 99 100 SHEA CAMELBACK THOMPSON PEAK HAYDEN SCOTTSDALE SHEA HAPPY VALLEY 64TH PRINCESS MILLER 90TH 64TH HAYDEN VIA DE VENTURA ASHLER HILLS 124TH PIMA OSBORN HAYDEN THOMAS 92ND 68TH PIMA VIA LINDA WESTLAND 130TH ALMA SCHOOL INDIAN SCHOOL PERIMETER OSBORN 54,400 28,100 16,800 24,000 22,800 42,600 18,200* 17,100* 7,400 9,100 0.20 0.50 1.08 0.94 1.00 0.75 1.95 0.21 0.59 0.50 9 9 9 9 9 9 9 8 8 8 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.0 4.0 4.0 1.13 0.88 0.68 0.55 0.54 0.39 0.35 3.05 2.51 2.41 101 102 103 104 105 106 107 108 109 110 *Estimated Volume 2024 Traffic Volume and Collision Data Page 38 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of Collisions 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK THOMPSON PEAK 92ND PIMA BELL INDIAN BEND DOUBLETREE HAYDEN DRINKWATER 96TH BELL FRANK LLOYD WRIGHT MOUNTAIN VIEW INDIAN SCHOOL 101 FREEWAY HAYDEN SCOTTSDALE CHAPARRAL SCOTTSDALE MOUNTAIN VIEW 98TH 100TH SHEA CHAPARRAL 94TH PIMA VIA LINDA MCDONALD OSBORN SHEA THOMPSON PEAK 22,400 15,900 7,900* 20,600* 19,000 14,100 27,200 6,300 10,100 11,200 0.26 0.48 1.00 0.65 0.99 1.34 1.00 0.40 0.50 0.50 8 8 8 8 8 8 8 7 7 7 4.0 4.0 4.0 4.0 4.0 4.0 4.0 3.5 3.5 3.5 1.88 1.44 1.39 0.82 0.58 0.58 0.40 3.81 1.90 1.71 111 112 113 114 115 116 117 118 119 120 CAMELBACK VIA LINDA SHEA 64TH CAMELBACK FRANK LLOYD WRIGHT MOUNTAIN VIEW MCDOWELL SCOTTSDALE PIMA GOLDWATER 124TH 70TH MCDOWELL MILLER 92ND/100TH SCOTTSDALE 68TH GREENWAY-HAYDEN WESTLAND/LEGEND SCOTTSDALE 132ND SCOTTSDALE OAK HAYDEN THOMPSON PEAK HAYDEN SCOTTSDALE PARADISE STAGECOACH PASS 23,800 8,600 36,000 20,700 20,400* 30,600* 9,100 28,200 34,600 12,300 0.26 1.00 0.25 0.49 0.50 0.34 1.15 0.50 0.50 1.50 7 7 7 7 7 7 7 7 7 7 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 1.55 1.12 1.07 0.95 0.94 0.92 0.92 0.68 0.55 0.52 121 122 123 124 125 126 127 128 129 130 SCOTTSDALE PIMA SCOTTSDALE FRANK LLOYD WRIGHT MCDONALD CAREFREE HAYDEN DYNAMITE 124TH DRINKWATER DEER VALLEY LEGACY CHOLLA VIA LINDA SCOTTSDALE 60TH MCCORMICK SCOTTSDALE SHEA INDIAN SCHOOL WILLIAMS HUALAPAI CACTUS CACTUS HAYDEN SCOTTSDALE VIA DE VENTURA PIMA VIA LINDA SCOTTSDALE 38,000 33,700 40,800 30,700 22,600 16,000 28,000* 11,700 5,200 6,900* 0.50 0.60 0.50 0.69 0.99 1.40 0.82 2.00 0.50 0.49 7 7 7 7 7 7 7 7 6 6 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.0 3.0 0.50 0.47 0.47 0.45 0.43 0.43 0.42 0.41 3.16 2.43 131 132 133 134 135 136 137 138 139 140 CHAPARRAL CHAPARRAL MCKELLIPS VIA LINDA INDIAN SCHOOL VIA DE VENTURA GOLDWATER GREENWAY-HAYDEN HAYDEN RAINTREE MILLER 78TH SCOTTSDALE HAYDEN DRINKWATER VIA LINDA INDIAN SCHOOL FRANK LLOYD WRIGHT REDFIELD NORTHSIGHT 78TH HAYDEN MILLER 90TH MILLER HAYDEN CAMELBACK BELL RAINTREE 101 FREEWAY 17,600 18,700* 10,400 6,000 28,800 12,700 17,100 23,300 23,600* 30,200* 0.25 0.26 0.49 0.99 0.25 0.63 0.51 0.40 0.40 0.33 6 6 6 6 6 6 6 6 6 6 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 1.87 1.69 1.61 1.38 1.14 1.03 0.94 0.88 0.87 0.82 141 142 143 144 145 146 147 148 149 150 THOMAS THOMPSON PEAK CHAPARRAL HAYDEN HAYDEN CHAPARRAL 94TH/THOMPSON PEAK SCOTTSDALE HAYDEN THOMPSON PEAK 56TH SCOTTSDALE HAYDEN ROOSEVELT MCKELLIPS GRANITE REEF THUNDERBIRD CAMELBACK VIA LINDA PIMA 60TH HAYDEN GRANITE REEF MCDOWELL ROOSEVELT PIMA FRANK LLOYD WRIGHT CHAPARRAL MOUNTAIN VIEW WINDGATE PASS 20,000 10,000 23,100* 24,000 25,300 26,400* 17,500 33,300 27,800 11,300 0.51 1.09 0.48 0.50 0.50 0.50 0.77 0.50 0.60 1.81 6 6 6 6 6 6 6 6 6 6 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0.81 0.75 0.74 0.68 0.65 0.62 0.61 0.49 0.49 0.40 151 152 153 154 155 156 157 158 159 160 PIMA SCOTTSDALE OSBORN MOUNTAIN VIEW 90TH HAPPY VALLEY DYNAMITE 64TH 90TH VIA LINDA JOMAX DIXILETA 68TH 92ND MOUNTAIN VIEW 25,800 26,300 5,000 15,600 18,200 0.93 1.00 0.47 0.34 0.43 6 6 5 5 5 3.0 3.0 2.5 2.5 2.5 0.34 0.31 2.91 1.29 0.88 161 162 163 164 165 *Estimated Volume 2024 Traffic Volume and Collision Data Page 39 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of Collisions 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK MCCORMICK CHAPARRAL DYNAMITE CACTUS MCDONALD SCOTTSDALE SCOTTSDALE 56TH 84TH GRANITE REEF HAYDEN MILLER 64TH 101 FREEWAY PIMA 6,600* 17,300 10,200 26,100* 26,200* 1.30 0.50 1.00 0.44 0.50 5 5 5 5 5 2.5 2.5 2.5 2.5 2.5 0.80 0.79 0.67 0.60 0.52 166 167 168 169 170 MOUNTAIN VIEW THOMPSON PEAK SCOTTSDALE GRANITE REEF 100TH OSBORN CHOLLA SWEETWATER OSBORN 64TH HAYDEN BELL DOUBLETREE THOMAS SWEETWATER SCOTTSDALE 64TH SCOTTSDALE 68TH CHOLLA 90TH LEGACY MOUNTAIN VIEW OSBORN FRANK LLOYD WRIGHT DRINKWATER SCOTTSDALE HAYDEN SCOTTSDALE CACTUS 11,600 14,100 43,900 1,600* 3,200 7,700 2,300 2,800 6,600 7,700 1.28 1.19 0.52 0.51 0.56 0.25 1.00 1.00 0.50 0.50 5 5 5 4 4 4 4 4 4 4 2.5 2.5 2.5 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.46 0.41 0.30 6.72 3.06 2.85 2.38 1.96 1.66 1.42 171 172 173 174 175 176 177 178 179 180 OSBORN 68TH BELL INDIAN SCHOOL RAINTREE SCOTTSDALE 68TH HAPPY VALLEY CAREFREE VIA LINDA MILLER MCDOWELL HAYDEN SCOTTSDALE 101 FREEWAY MAYO INDIAN SCHOOL SCOTTSDALE 56TH 96TH HAYDEN OAK PERIMETER DRINKWATER 90TH/REDFIELD 101 FREEWAY CAMELBACK PIMA 60TH MOUNTAIN VIEW 8,900* 9,500 8,700 24,100 29,500* 44,200 15,900 4,000 17,300 20,700 0.51 0.50 0.62 0.25 0.23 0.17 0.50 2.00 0.50 0.57 4 4 4 4 4 4 4 4 4 4 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.21 1.15 1.02 0.91 0.81 0.73 0.69 0.68 0.63 0.46 181 182 183 184 185 186 187 188 189 190 SCOTTSDALE CACTUS MCDOWELL INDIAN SCHOOL PIMA INDIAN BEND SHEA PIMA HAYDEN OAK LONE MOUNTAIN HAYDEN 64TH 64TH DYNAMITE SCOTTSDALE 130TH JOMAX MCDONALD SCOTTSDALE ASHLER HILLS 84TH 68TH 68TH DIXILETA HAYDEN 136TH DYNAMITE INDIAN BEND MILLER 24,600 26,200 27,900 28,300* 16,400 18,500 27,400 24,000 29,400 1,700 0.50 0.50 0.51 0.56 1.00 0.99 0.75 1.00 1.01 0.50 4 4 4 4 4 4 4 4 4 3 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 1.5 0.45 0.42 0.39 0.35 0.33 0.30 0.27 0.23 0.18 4.83 191 192 193 194 195 196 197 198 199 200 92ND ROOSEVELT GRANITE REEF ROOSEVELT CAMELBACK 104TH OSBORN MILLER CACTUS MILLER THUNDERBIRD SCOTTSDALE CAMELBACK MILLER HAYDEN SHEA DRINKWATER ROOSEVELT 94TH OAK RAINTREE MILLER CHAPARRAL HAYDEN GRANITE REEF CACTUS MILLER MCDOWELL 96TH THOMAS 2,300 2,700* 2,900* 3,000* 3,500* 2,200 8,900* 6,800 14,200 7,700 0.50 0.50 0.50 0.51 0.49 1.00 0.25 0.50 0.25 0.50 3 3 3 3 3 3 3 3 3 3 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 3.57 3.04 2.83 2.69 2.40 1.87 1.85 1.21 1.16 1.07 201 202 203 204 205 206 207 208 209 210 68TH RAINTREE INDIAN SCHOOL GRANITE REEF MCKELLIPS MOUNTAIN VIEW MILLER PIMA 64TH DYNAMITE OAK 92ND GOLDWATER CHAPARRAL MILLER 96TH WILLIAMS CHAPARRAL THOMAS 64TH THOMAS THOMPSON PEAK SCOTTSDALE MCDONALD HAYDEN VIA LINDA PINNACLE PEAK MCDONALD OSBORN SCOTTSDALE 9,900 19,100 22,000 5,900* 12,400 10,200 12,800 7,800* 18,100* 10,100 0.50 0.26 0.25 1.00 0.50 0.61 0.50 1.00 0.51 1.00 3 3 3 3 3 3 3 3 3 3 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 0.83 0.83 0.75 0.70 0.66 0.66 0.64 0.53 0.45 0.41 211 212 213 214 215 216 217 218 219 220 *Estimated Volume 2024 Traffic Volume and Collision Data Page 40 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of Collisions 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK THUNDERBIRD/REDFIELD THOMAS WESTLAND INDIAN SCHOOL PIMA HAYDEN FRANK LLOYD WRIGHT THOMPSON PEAK HAYDEN SCOTTSDALE SCOTTSDALE 60TH SCOTTSDALE 60TH INDIAN BEND CAMELBACK RAINTREE MCDOWELL MTN RANCH SWEETWATER GRAYHAWK 76TH 64TH PIMA 64TH VIA DE VENTURA CHAPARRAL THUNDERBIRD BELL REDFIELD DEER VALLEY 17,500* 20,400* 5,500 20,300* 11,900 26,000 26,300 16,800* 19,900 36,800 0.58 0.51 2.00 0.55 1.00 0.50 0.50 0.81 0.69 0.50 3 3 3 3 3 3 3 3 3 3 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.5 0.40 0.40 0.37 0.37 0.35 0.32 0.31 0.30 0.30 0.22 221 222 223 224 225 226 227 228 229 230 SCOTTSDALE SHEA SCOTTSDALE 124TH OAK PERIMETER 100TH GRANITE REEF GRANITE REEF 96TH HAPPY VALLEY VIA LINDA INDIAN BEND MOUNTAIN VIEW 68TH BELL THOMPSON PEAK ROOSEVELT MCDOWELL CACTUS JOMAX FRANK LLOYD WRIGHT MCCORMICK SHEA SCOTTSDALE PRINCESS FRANK LLOYD WRIGHT MCDOWELL OAK SWEETWATER 36,600 35,300 41,000 2,100 2,600 5,100 3,400 3,400 3,500 3,800 0.93 0.99 0.89 0.50 0.50 0.32 0.49 0.50 0.50 0.50 3 3 3 2 2 2 2 2 2 2 1.5 1.5 1.5 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.12 0.12 0.11 2.61 2.11 1.68 1.64 1.61 1.57 1.44 231 232 233 234 235 236 237 238 239 240 CHAPARRAL MILLER MILLER JOMAX PRINCESS 68TH HAYDEN 96TH THOMPSON PEAK PIMA 68TH CAMELBACK MCDOWELL SCOTTSDALE PERIMETER CAMELBACK BELL SHEA HORSESHOE CANYON MCDOWELL SCOTTSDALE CHAPARRAL OAK PIMA 101 FREEWAY CHAPARRAL PRINCESS CHOLLA WINDGATE PASS THOMAS 5,000 6,200 6,600 1,700 13,600* 7,800 19,600 8,300 11,400 5,400* 0.50 0.50 0.50 2.02 0.27 0.50 0.20 0.50 0.38 1.00 2 2 2 2 2 2 2 2 2 2 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.10 0.88 0.83 0.80 0.75 0.70 0.70 0.66 0.63 0.51 241 242 243 244 245 246 247 248 249 250 94TH PIMA BELL PIMA HAYDEN THOMPSON PEAK PIMA SHEA 60TH OAK SWEETWATER THOMAS 94TH MCDONALD MOUNTAIN VIEW 100TH LONE MOUNTAIN 136TH OAK HAYDEN THUNDERBIRD INDIAN SCHOOL 98TH INDIAN BEND SHEA MCDOWELL MTN RANCH WESTLAND/LEGEND 142ND THOMAS GRANITE REEF 14,100 7,400* 15,100* 10,100* 25,900 35,400* 15,200 30,900 1,000 2,300* 0.50 1.00 0.50 1.00 0.50 0.61 1.50 0.81 0.49 0.49 2 2 2 2 2 2 2 2 1 1 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 0.5 0.5 0.39 0.37 0.36 0.27 0.21 0.13 0.12 0.11 2.80 1.22 251 252 253 254 255 256 257 258 259 260 OAK OSBORN 92ND DEER VALLEY ROOSEVELT THUNDERBIRD GRANITE REEF 136TH RAINTREE GRAYHAWK 56TH HAYDEN RAINTREE SCOTTSDALE HAYDEN 90TH INDIAN SCHOOL SHEA THOMPSON PEAK SCOTTSDALE 60TH GRANITE REEF FRANK LLOYD WRIGHT MILLER GRANITE REEF 92ND CAMELBACK VIA LINDA FRANK LLOYD WRIGHT HAYDEN 2,300 2,400* 2,300* 3,000 3,900* 8,200 4,300* 4,400 7,600 3,200 0.51 0.50 0.58 0.50 0.49 0.25 0.50 0.50 0.30 0.77 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1.17 1.14 1.03 0.91 0.72 0.67 0.64 0.62 0.60 0.56 261 262 263 264 265 266 267 268 269 270 MOUNTAIN VIEW 64TH VIA LINDA CACTUS 92ND SHEA VIA DE VENTURA 96TH 96TH CHOLLA HAYDEN 100TH 7,300 6,700 4,700 9,200 0.40 0.51 0.74 0.50 1 1 1 1 0.5 0.5 0.5 0.5 0.47 0.40 0.39 0.30 271 272 273 274 *Estimated Volume 2024 Traffic Volume and Collision Data Page 41 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of Collisions 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK RAINTREE WESTLAND LEGACY LEGACY THOMPSON PEAK 100TH 90TH/REDFIELD PIMA PIMA 94TH LEGACY FRANK LLOYD WRIGHT 92ND STAGECOACH 94TH THOMPSON PEAK HORSESHOE CANYON THOMPSON PEAK 20,500* 1,900 10,700 8,600 13,000 7,000 0.24 2.64 0.52 0.71 0.47 0.96 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.28 0.27 0.25 0.22 0.22 0.20 275 276 277 278 279 280 94TH MILLER FRANK LLOYD WRIGHT 64TH HAYDEN HAYDEN HAYDEN SCOTTSDALE PIMA 68TH CHOLLA DEER VALLEY 100TH OAK GRAYHAWK THOMPSON PEAK CACTUS MCKELLIPS DIXILETA CONTINENTAL CACTUS WILLIAMS THUNDERBIRD THOMAS DEER VALLEY GRAYHAWK SWEETWATER ROOSEVELT LONE MOUNTAIN MCDOWELL 12,800 15,400 25,900 17,300* 17,400 18,600 24,000 30,700* 15,400 7,900 0.58 0.50 0.30 0.50 0.50 0.53 0.50 0.50 1.00 0.50 1 1 1 1 1 1 1 1 1 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.0 0.18 0.18 0.18 0.16 0.16 0.14 0.11 0.09 0.09 0.00 281 282 283 284 285 286 287 288 289 290 SCOTTSDALE MILLER GRANITE REEF 94TH 94TH 96TH 96TH 96TH 100TH 104TH WESTLAND MCKELLIPS OAK CACTUS BELL VIA LINDA CHOLLA SWEETWATER CACTUS CACTUS CAREFREE ROOSEVELT THOMAS SWEETWATER LEGACY MOUNTAIN VIEW CACTUS THUNDERBIRD SWEETWATER SWEETWATER 20,100 5,100 2,900 13,700 4,800* 5,500 7,200 3,200 3,400 1,300 0.52 0.50 0.49 0.50 0.91 0.25 0.50 0.50 0.50 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 291 292 293 294 295 296 297 298 299 300 ALMA SCHOOL 114TH/117TH 130TH/132ND CONTINENTAL OAK VIA LINDA MOUNTAIN VIEW CHOLLA CACTUS CACTUS HAPPY VALLEY MOUNTAIN VIEW SHEA 68TH 60TH 132ND 117TH 92ND 100TH 104TH JOMAX SHEA VIA LINDA SCOTTSDALE 64TH 136TH 124TH 96TH 104TH FRANK LLOYD WRIGHT 8,700* 3,100 4,400 2,700* 1,900 4,900 1,100 1,100 6,200 4,300 2.36 0.86 0.60 0.50 0.51 0.50 0.76 0.50 0.50 0.78 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 301 302 303 304 305 306 307 308 309 310 SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER THUNDERBIRD THUNDERBIRD THUNDERBIRD BELL WILLIAMS 89TH 94TH 96TH 100TH 104TH 92ND 94TH 96TH PERIMETER SCOTTSDALE 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 94TH 96TH FRANK LLOYD WRIGHT 101 FREEWAY MILLER 2,500* 2,100 2,100 1,700 1,700 5,600 4,300 3,900 11,700* 3,800 0.58 0.25 0.50 0.50 0.11 0.25 0.25 0.38 0.33 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 311 312 313 314 315 316 317 318 319 320 DIXILETA LONE MOUNTAIN STAGECOACH SCOTTSDALE SCOTTSDALE PIMA PIMA PIMA LEGEND 2,200 7,100 2,100 2.00 2.00 0.60 0 0 0 0.0 0.0 0.0 0.00 0.00 0.00 321 322 323 *Estimated Volume 2024 Traffic Volume and Collision Data Page 42 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 43 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Segment Collision Data Sorted by Descending KSI Collision Rate NOTE: Collision Rates are useful for comparing the collision experience at different locations, which might have different characteristics. The collision rate for segments includes the number of collisions, average daily traffic volume, and the time period (usually 1 year/ 365 days), and the length of the segment. The segment KSI collision rate is expressed as collisions per million vehicle miles. The formula for calculating the segment collision rate is as follows: Segment Collision Rate = Number of KSI Collisions * 1,000,000 . Average Daily Traffic Volume * Length of Segment * 365 * 2 2024 Traffic Volume and Collision Data Page 44 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending KSI Collision Rate 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK 92ND PRINCESS GRAYHAWK DRINKWATER CAVE CREEK JOMAX CACTUS MILLER 68TH MCDOWELL THUNDERBIRD HAYDEN SCOTTSDALE SCOTTSDALE DESERT MOUNTAIN SCOTTSDALE 94TH THOMAS THOMAS MILLER RAINTREE PERIMETER HAYDEN OSBORN BARTLETT DAM RD PIMA 96TH OSBORN OSBORN HAYDEN 2,300 7,400 3,200 6,300 2,500 1,700 14,200 9,100 10,900* 33,100 0.50 0.59 0.77 0.40 3.15 2.02 0.25 0.50 0.50 0.50 1 2 1 1 3 1 1 1 1 3 0.5 1.0 0.5 0.5 1.5 0.5 0.5 0.5 0.5 1.5 1.19 0.63 0.56 0.54 0.52 0.40 0.39 0.30 0.25 0.25 1 2 3 4 5 6 7 8 9 10 NORTHSIGHT VIA LINDA SCOTTSDALE LEGACY THOMPSON PEAK SCOTTSDALE GOLDWATER 92ND HAPPY VALLEY RAINTREE RAINTREE HAYDEN OSBORN 94TH LEGACY SWEETWATER SCOTTSDALE SHEA SCOTTSDALE HAYDEN HAYDEN 90TH INDIAN SCHOOL THOMPSON PEAK HORSESHOE CANYON THUNDERBIRD INDIAN SCHOOL CHOLLA PIMA NORTHSIGHT 17,400 6,000 12,200* 8,600 13,000 43,000 11,600 16,000 4,000 15,800* 0.68 0.99 0.50 0.71 0.47 0.50 0.62 0.50 2.00 0.60 2 1 1 1 1 3 1 1 1 1 1.0 0.5 0.5 0.5 0.5 1.5 0.5 0.5 0.5 0.5 0.23 0.23 0.22 0.22 0.22 0.19 0.19 0.17 0.17 0.14 11 12 13 14 15 16 17 18 19 20 SHEA SCOTTSDALE VIA LINDA SHEA HAYDEN MCDONALD SCOTTSDALE BELL HAYDEN MCDOWELL 90TH INDIAN SCHOOL 96TH FRANK LLOYD WRIGHT CAMELBACK GRANITE REEF PARADISE 101 FREEWAY INDIAN BEND 64TH 92ND CAMELBACK MOUNTAIN VIEW 124TH CHAPARRAL PIMA FRANK LLOYD WRIGHT 94TH MCCORMICK 68TH 54,400 23,400* 20,700 40,900 26,000 26,200* 38,100 20,600* 29,400* 27,900 0.20 0.50 0.57 1.25 0.50 0.50 0.35 0.65 0.46 0.51 1 1 1 4 1 1 1 1 1 1 0.5 0.5 0.5 2.0 0.5 0.5 0.5 0.5 0.5 0.5 0.13 0.12 0.12 0.11 0.11 0.10 0.10 0.10 0.10 0.10 21 22 23 24 25 26 27 28 29 30 SCOTTSDALE MCDOWELL THOMAS MOUNTAIN VIEW SHEA SCOTTSDALE SCOTTSDALE SCOTTSDALE INDIAN SCHOOL INDIAN SCHOOL MOUNTAIN VIEW GRANITE REEF SCOTTSDALE VIA LINDA 64TH MCKELLIPS PINNACLE PEAK OAK MILLER GRANITE REEF SHEA PIMA MILLER 117TH 70TH ROOSEVELT HAPPY VALLEY THOMAS HAYDEN PIMA 29,200 28,800* 28,900 6,400 41,300 30,700* 32,500 33,100 33,600 36,200 0.49 0.50 0.50 2.37 0.74 0.50 1.00 0.50 0.50 0.50 1 1 1 1 2 1 2 1 1 1 0.5 0.5 0.5 0.5 1.0 0.5 1.0 0.5 0.5 0.5 0.10 0.10 0.09 0.09 0.09 0.09 0.08 0.08 0.08 0.08 31 32 33 34 35 36 37 38 39 40 PIMA SHEA VIA LINDA SCOTTSDALE SCOTTSDALE MCDONALD CAREFREE HAYDEN SCOTTSDALE PIMA LEGACY 130TH FRANK LLOYD WRIGHT MCDONALD CACTUS SCOTTSDALE 60TH VIA DE VENTURA LINCOLN LONE MOUNTAIN HUALAPAI 136TH 124TH LINCOLN SWEETWATER HAYDEN SCOTTSDALE VIA LINDA INDIAN BEND WESTLAND/LEGEND 33,700 27,400 15,600 42,300 43,100 22,600 16,000 24,000 45,600 15,200 0.60 0.75 1.33 0.50 0.50 0.99 1.40 0.94 0.50 1.50 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.07 0.07 0.07 0.06 0.06 0.06 0.06 0.06 0.06 0.06 41 42 43 44 45 46 47 48 49 50 DYNAMITE HAYDEN SHEA SHEA FRANK LLOYD WRIGHT SCOTTSDALE SCOTTSDALE SHEA HAYDEN SCOTTSDALE GREENWAY-HAYDEN CHAPARRAL PIMA CACTUS 101 FREEWAY HAYDEN HAYDEN MCDONALD 11,700 23,500 47,400* 38,700 44,900 42,100 2.00 1.00 1.00 1.00 0.90 1.01 1 1 2 1 1 1 0.5 0.5 1.0 0.5 0.5 0.5 0.06 0.06 0.06 0.04 0.03 0.03 51 52 53 54 55 56 *Estimated Volume 2024 Traffic Volume and Collision Data Page 45 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending KSI Collision Rate 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK FRANK LLOYD WRIGHT DYNAMITE 60TH 64TH CACTUS PIMA OAK MCDOWELL 100TH ALMA SCHOOL THOMAS OAK 26,100 22,000* 1,000 20,700 1.64 2.88 0.49 0.49 1 1 0 0 0.5 0.5 0.0 0.0 0.03 0.02 0.00 0.00 57 58 59 60 64TH 64TH 64TH 64TH 64TH 68TH 68TH 68TH 68TH 68TH OAK THOMAS OSBORN SHEA CHOLLA CONTINENTAL MCDOWELL OAK OSBORN INDIAN SCHOOL THOMAS OSBORN INDIAN SCHOOL CHOLLA CACTUS MCDOWELL OAK THOMAS INDIAN SCHOOL CAMELBACK 17,300* 18,100* 17,100* 6,700 7,700 7,900 9,500 9,900 10,000* 15,900 0.50 0.51 0.21 0.51 0.50 0.50 0.50 0.50 0.50 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61 62 63 64 65 66 67 68 69 70 68TH GOLDWATER GOLDWATER SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE CAMELBACK CAMELBACK INDIAN SCHOOL ROOSEVELT MCDOWELL THOMAS CAMELBACK INDIAN BEND MCCORMICK DOUBLETREE CHAPARRAL CHAPARRAL CAMELBACK MCDOWELL OAK OSBORN CHAPARRAL MCCORMICK DOUBLETREE MOUNTAIN VIEW 7,800 21,600 17,100 31,100* 36,300 30,600 33,300 41,000 39,200 43,900 0.50 0.64 0.51 0.50 0.50 0.50 0.50 0.89 1.09 0.52 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71 72 73 74 75 76 77 78 79 80 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SHEA CHOLLA THUNDERBIRD BUTHERUS GREENWAY-HAYDEN FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK CHOLLA CACTUS BUTHERUS GREENWAY-HAYDEN PARADISE PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK 39,400 40,800 40,300 34,600 34,600 39,800 29,500 44,200 41,300 38,300 0.50 0.50 0.79 0.21 0.50 0.59 0.59 0.17 0.75 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 81 82 83 84 85 86 87 88 89 90 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE GRAYHAWK DEER VALLEY WILLIAMS HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND DEER VALLEY WILLIAMS PINNACLE PEAK JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND CAREFREE 36,800 38,000 29,900 36,600 31,200 26,300 24,100 24,600 22,800 20,100 0.50 0.50 0.50 0.93 1.00 1.00 1.00 0.50 1.00 0.52 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 91 92 93 94 95 96 97 98 99 100 DRINKWATER DRINKWATER MILLER MILLER MILLER MILLER MILLER MILLER MILLER HAYDEN OSBORN INDIAN SCHOOL MCKELLIPS ROOSEVELT MCDOWELL OAK OSBORN INDIAN SCHOOL CAMELBACK MCKELLIPS INDIAN SCHOOL SCOTTSDALE ROOSEVELT MCDOWELL OAK THOMAS INDIAN SCHOOL CAMELBACK CHAPARRAL ROOSEVELT 9,000* 6,900* 5,100 6,800 6,600 7,700 8,900 11,300 6,200 25,300 0.50 0.49 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101 102 103 104 105 106 107 108 109 110 *Estimated Volume 2024 Traffic Volume and Collision Data Page 46 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending KSI Collision Rate 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CHAPARRAL MCDONALD MCCORMICK VIA LINDA MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK MCDONALD INDIAN BEND VIA DE VENTURA MOUNTAIN VIEW 24,000 24,600 27,400 25,400 20,100 24,800 27,200 29,400 28,000* 27,800 0.50 0.50 0.50 0.50 0.50 0.52 1.00 1.01 0.82 0.60 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 111 112 113 114 115 116 117 118 119 120 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN GREENWAY-HAYDEN HAYDEN HAYDEN HAYDEN MOUNTAIN VIEW CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY SHEA SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY THOMPSON PEAK 25,900 24,000 19,900 23,600* 20,400* 21,500 23,300 19,600 18,300 27,700 0.50 0.50 0.69 0.40 0.89 0.25 0.40 0.20 0.75 1.23 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 121 122 123 124 125 126 127 128 129 130 HAYDEN HAYDEN MILLER MILLER GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS ROOSEVELT MCDOWELL OAK THOMAS INDIAN SCHOOL CAMELBACK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK MCDOWELL OAK THOMAS OSBORN CAMELBACK CHAPARRAL 18,600 17,400 15,400 12,800 3,400 3,500 2,900 1,600* 4,300* 2,900* 0.53 0.50 0.50 0.50 0.50 0.50 0.49 0.51 0.50 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 131 132 133 134 135 136 137 138 139 140 GRANITE REEF NORTHSIGHT/THUNDERBIRD PERIMETER PIMA PIMA PIMA PIMA PIMA PIMA PIMA CHAPARRAL 90TH BELL MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND 101 FREEWAY MCDONALD RAINTREE PRINCESS THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA LEGACY 5,900* 10,100 5,100 5,400* 7,400* 7,900* 7,800* 10,100* 11,900 37,800* 1.00 0.99 0.32 1.00 1.00 1.00 1.00 1.00 1.00 0.63 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141 142 143 144 145 146 147 148 149 150 PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA 90TH 90TH HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA WESTLAND/LEGEND VIA LINDA MOUNTAIN VIEW THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN STAGECOACH PASS MOUNTAIN VIEW SHEA 31,500 40,100 41,800 25,800 24,000 16,400 15,400 12,300 18,200 16,600 1.00 1.50 1.00 0.93 1.00 1.00 1.00 1.50 0.43 0.52 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 151 152 153 154 155 156 157 158 159 160 92ND 92ND 94TH 94TH 94TH MOUNTAIN VIEW RAINTREE CHOLLA CACTUS SWEETWATER SHEA FRANK LLOYD WRIGHT CACTUS SWEETWATER THUNDERBIRD 15,900 2,300* 12,800 13,700 14,100 0.48 0.58 0.58 0.50 0.50 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 161 162 163 164 165 *Estimated Volume 2024 Traffic Volume and Collision Data Page 47 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending KSI Collision Rate 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK 94TH/THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY 17,500 22,400 35,400* 16,800* 14,100 0.77 0.26 0.61 0.81 1.19 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 166 167 168 169 170 THOMPSON PEAK 94TH 96TH 96TH 96TH 96TH 96TH 96TH 100TH 100TH HORSESHOE CANYON BELL VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER CACTUS SWEETWATER WINDGATE PASS LEGACY MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD SWEETWATER FRANK LLOYD WRIGHT 11,400 4,800* 5,500 10,100 8,300 7,200 3,800 3,200 3,400 3,200 0.38 0.91 0.25 0.50 0.50 0.50 0.50 0.50 0.50 0.56 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 171 172 173 174 175 176 177 178 179 180 100TH 100TH 104TH 104TH ALMA SCHOOL 114TH/117TH FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT 124TH FRANK LLOYD WRIGHT THOMPSON PEAK SHEA CACTUS HAPPY VALLEY MOUNTAIN VIEW SHEA VIA LINDA 100TH MOUNTAIN VIEW THOMPSON PEAK FRANK LLOYD WRIGHT CACTUS SWEETWATER JOMAX SHEA VIA LINDA CACTUS THUNDERBIRD SHEA 7,000 3,400 2,200 1,300 8,700* 3,100 21,400 30,700 25,900 2,100 0.96 0.49 1.00 0.50 2.36 0.86 0.48 0.69 0.30 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 181 182 183 184 185 186 187 188 189 190 124TH 130TH/132ND 136TH MCKELLIPS MCKELLIPS CONTINENTAL ROOSEVELT ROOSEVELT ROOSEVELT MCDOWELL SHEA SHEA SHEA SCOTTSDALE MILLER 68TH SCOTTSDALE MILLER HAYDEN 68TH VIA LINDA VIA LINDA VIA LINDA MILLER HAYDEN SCOTTSDALE MILLER HAYDEN GRANITE REEF SCOTTSDALE 5,200 4,400 4,400 10,400 12,400 2,700* 2,700* 3,000* 3,900* 28,200 0.50 0.60 0.50 0.49 0.50 0.50 0.50 0.51 0.49 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 191 192 193 194 195 196 197 198 199 200 MCDOWELL MCDOWELL OAK OAK OAK OAK OAK THOMAS THOMAS THOMAS SCOTTSDALE HAYDEN 56TH 60TH 68TH SCOTTSDALE HAYDEN 56TH 60TH 64TH MILLER GRANITE REEF 60TH 64TH SCOTTSDALE MILLER GRANITE REEF 60TH 64TH 68TH 31,800 28,300 2,300 1,900 2,600 1,700 2,300* 20,000 20,400* 25,500* 0.50 0.48 0.51 0.51 0.50 0.50 0.49 0.51 0.51 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 201 202 203 204 205 206 207 208 209 210 THOMAS THOMAS THOMAS THOMAS OSBORN OSBORN OSBORN OSBORN OSBORN OSBORN 68TH MILLER HAYDEN GRANITE REEF 64TH 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN SCOTTSDALE HAYDEN GRANITE REEF PIMA 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 27,100 29,300 27,900 31,800* 5,000 6,600 7,700 8,900* 8,900* 2,400* 0.50 0.50 0.50 0.49 0.47 0.50 0.25 0.25 0.51 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 211 212 213 214 215 216 217 218 219 220 *Estimated Volume 2024 Traffic Volume and Collision Data Page 48 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending KSI Collision Rate 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL CAMELBACK CAMELBACK CAMELBACK 60TH 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER HAYDEN 64TH 68TH GOLDWATER 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER GRANITE REEF 68TH GOLDWATER SCOTTSDALE 20,300* 28,300* 26,500 22,000 24,100 28,800 37,000 28,100 26,400 23,800 0.55 0.56 0.25 0.25 0.25 0.25 0.50 0.50 0.23 0.26 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 221 222 223 224 225 226 227 228 229 230 CAMELBACK CAMELBACK CAMELBACK CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL MCDONALD SCOTTSDALE MILLER HAYDEN 68TH SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF HAYDEN MILLER HAYDEN GRANITE REEF SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF PIMA GRANITE REEF 21,800 20,400* 3,500* 5,000 17,300 17,600 18,700* 23,100* 26,400* 24,400* 0.49 0.50 0.49 0.50 0.50 0.25 0.26 0.48 0.50 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 231 232 233 234 235 236 237 238 239 240 INDIAN BEND INDIAN BEND MCCORMICK DOUBLETREE VIA DE VENTURA VIA DE VENTURA VIA LINDA VIA LINDA VIA LINDA VIA LINDA SCOTTSDALE HAYDEN SCOTTSDALE SCOTTSDALE VIA LINDA HAYDEN VIA DE VENTURA 90TH MOUNTAIN VIEW SHEA HAYDEN PIMA HAYDEN VIA LINDA HAYDEN PIMA HAYDEN 96TH SHEA FRANK LLOYD WRIGHT 18,500 19,000 6,600* 14,100 12,700 23,700 4,700 26,300 14,000 11,100 0.99 0.99 1.30 1.34 0.63 0.43 0.74 0.79 1.16 1.17 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 241 242 243 244 245 246 247 248 249 250 VIA LINDA VIA LINDA MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW SHEA SHEA 124TH 132ND SCOTTSDALE HAYDEN 90TH 92ND 96TH 117TH 70TH 101 FREEWAY 132ND 136TH HAYDEN 90TH 92ND 96TH VIA LINDA 124TH SCOTTSDALE 90TH 8,600 4,900 9,100 11,600 15,600 7,300 10,200 1,100 36,000 61,300* 1.00 0.50 1.15 1.28 0.34 0.40 0.61 0.76 0.25 0.27 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 251 252 253 254 255 256 257 258 259 260 SHEA SHEA SHEA SHEA SHEA CHOLLA CHOLLA CACTUS CACTUS CACTUS 92ND 96TH VIA LINDA 124TH 136TH 64TH 92ND 64TH SCOTTSDALE HAYDEN 96TH VIA LINDA FRANK LLOYD WRIGHT 130TH 142ND SCOTTSDALE 96TH SCOTTSDALE HAYDEN 84TH 39,100 38,200 35,300 42,600 30,900 2,300 1,100 30,000 36,300 26,200 0.50 1.25 0.99 0.75 0.81 1.00 0.50 1.00 1.00 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 261 262 263 264 265 266 267 268 269 270 CACTUS CACTUS CACTUS CACTUS 84TH 101 FREEWAY 96TH 100TH 101 FREEWAY 94TH 100TH 104TH 26,100* 20,100* 9,200 6,200 0.44 0.73 0.50 0.50 0 0 0 0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 271 272 273 274 *Estimated Volume 2024 Traffic Volume and Collision Data Page 49 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending KSI Collision Rate 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK CACTUS SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER 104TH SCOTTSDALE 89TH 94TH 96TH 100TH FRANK LLOYD WRIGHT HAYDEN 94TH 96TH 100TH 104TH 4,300 2,800 2,500* 2,100 2,100 1,700 0.78 1.00 0.58 0.25 0.50 0.50 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 275 276 277 278 279 280 SWEETWATER THUNDERBIRD/REDFIELD REDFIELD THUNDERBIRD THUNDERBIRD THUNDERBIRD THUNDERBIRD RAINTREE RAINTREE RAINTREE 104TH SCOTTSDALE 76TH 90TH 92ND 94TH 96TH NORTHSIGHT 101 FREEWAY 90TH/REDFIELD FRANK LLOYD WRIGHT 76TH HAYDEN 92ND 94TH 96TH FRANK LLOYD WRIGHT 101 FREEWAY 90TH/REDFIELD 92ND 1,700 17,500* 15,900* 8,200 5,600 4,300 3,900 30,200* 29,500* 20,500* 0.11 0.58 0.49 0.25 0.25 0.25 0.38 0.33 0.23 0.24 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 281 282 283 284 285 286 287 288 289 290 RAINTREE RAINTREE GREENWAY-HAYDEN FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT 92ND THOMPSON PEAK SCOTTSDALE SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE THOMPSON PEAK FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT GREENWAY-HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE THUNDERBIRD 19,100 7,600 18,700 36,400 45,600 35,700 36,200* 30,600* 24,800 26,300 0.26 0.30 1.26 1.05 0.13 0.21 0.52 0.34 0.19 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 291 292 293 294 295 296 297 298 299 300 BELL BELL BELL BELL PRINCESS LEGACY THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK DEER VALLEY HAYDEN PERIMETER 94TH 98TH PERIMETER PIMA SCOTTSDALE HAYDEN PIMA SCOTTSDALE PERIMETER 101 FREEWAY 98TH THOMPSON PEAK 101 FREEWAY 94TH HAYDEN PIMA WINDGATE PASS MILLER 8,700 11,700* 15,100* 11,200 13,600* 10,700 10,000 16,800 11,300 3,000 0.62 0.33 0.50 0.50 0.27 0.52 1.09 1.08 1.81 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 301 302 303 304 305 306 307 308 309 310 WILLIAMS PINNACLE PEAK PINNACLE PEAK HAPPY VALLEY DYNAMITE DYNAMITE DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND SCOTTSDALE SCOTTSDALE MILLER PIMA 56TH 64TH ALMA SCHOOL SCOTTSDALE SCOTTSDALE SCOTTSDALE MILLER MILLER PIMA ALMA SCHOOL 64TH SCOTTSDALE 136TH PIMA PIMA PIMA 3,800 16,300 15,800 18,200* 10,200 10,100 12,300* 2,200 7,100 5,500 0.50 0.50 1.50 1.95 1.00 1.00 3.21 2.00 2.00 2.00 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 311 312 313 314 315 316 317 318 319 320 WESTLAND CAREFREE STAGECOACH PIMA 56TH PIMA STAGECOACH 60TH LEGEND 1,900 17,300 2,100 2.64 0.50 0.60 0 0 0 0.0 0.0 0.0 0.00 0.00 0.00 321 322 323 *Estimated Volume 2024 Traffic Volume and Collision Data Page 50 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 51 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Segment Collision Data Sorted by Descending Number of KSI Collisions 2024 Traffic Volume and Collision Data Page 52 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of KSI Collisions 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK SHEA SCOTTSDALE MCDOWELL CAVE CREEK SCOTTSDALE NORTHSIGHT SHEA SHEA PRINCESS 68TH FRANK LLOYD WRIGHT SWEETWATER MILLER DESERT MOUNTAIN PINNACLE PEAK RAINTREE 64TH HAYDEN HAYDEN THOMAS 124TH THUNDERBIRD HAYDEN BARTLETT DAM RD HAPPY VALLEY HAYDEN 70TH 101 FREEWAY PERIMETER OSBORN 40,900 43,000 33,100 2,500 32,500 17,400 41,300 47,400* 7,400 10,900* 1.25 0.50 0.50 3.15 1.00 0.68 0.74 1.00 0.59 0.50 4 3 3 3 2 2 2 2 2 1 2.0 1.5 1.5 1.5 1.0 1.0 1.0 1.0 1.0 0.5 0.11 0.19 0.25 0.52 0.08 0.23 0.09 0.06 0.63 0.25 1 2 3 4 5 6 7 8 9 10 GOLDWATER SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCKELLIPS OAK OSBORN INDIAN SCHOOL CHAPARRAL MCDONALD LINCOLN MOUNTAIN VIEW CACTUS INDIAN SCHOOL ROOSEVELT THOMAS INDIAN SCHOOL CAMELBACK MCDONALD LINCOLN INDIAN BEND SHEA SWEETWATER 11,600 30,700* 33,100 12,200* 23,400* 42,100 42,300 45,600 29,200 43,100 0.62 0.50 0.50 0.50 0.50 1.01 0.50 0.50 0.49 0.50 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.19 0.09 0.08 0.22 0.12 0.03 0.06 0.06 0.10 0.06 11 12 13 14 15 16 17 18 19 20 SCOTTSDALE DRINKWATER MILLER HAYDEN HAYDEN HAYDEN HAYDEN PIMA PIMA 92ND PARADISE SCOTTSDALE THOMAS CAMELBACK INDIAN BEND VIA DE VENTURA SHEA LEGACY LONE MOUNTAIN SHEA FRANK LLOYD WRIGHT OSBORN OSBORN CHAPARRAL MCCORMICK VIA LINDA CACTUS HUALAPAI WESTLAND/LEGEND CHOLLA 38,100 6,300 9,100 26,000 29,400* 24,000 23,500 33,700 15,200 16,000 0.35 0.40 0.50 0.50 0.46 0.94 1.00 0.60 1.50 0.50 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.10 0.54 0.30 0.11 0.10 0.06 0.06 0.07 0.06 0.17 21 22 23 24 25 26 27 28 29 30 92ND THOMPSON PEAK FRANK LLOYD WRIGHT MCDOWELL MCDOWELL THOMAS INDIAN SCHOOL INDIAN SCHOOL MCDONALD MCDONALD THUNDERBIRD LEGACY CACTUS 64TH GRANITE REEF SCOTTSDALE MILLER GRANITE REEF SCOTTSDALE GRANITE REEF RAINTREE HORSESHOE CANYON 100TH 68TH PIMA MILLER HAYDEN PIMA HAYDEN PIMA 2,300 13,000 26,100 27,900 28,800* 28,900 33,600 36,200 22,600 26,200* 0.50 0.47 1.64 0.51 0.50 0.50 0.50 0.50 0.99 0.50 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1.19 0.22 0.03 0.10 0.10 0.09 0.08 0.08 0.06 0.10 31 32 33 34 35 36 37 38 39 40 VIA LINDA VIA LINDA VIA LINDA MOUNTAIN VIEW SHEA SHEA SHEA CACTUS RAINTREE FRANK LLOYD WRIGHT HAYDEN 96TH FRANK LLOYD WRIGHT VIA LINDA SCOTTSDALE 90TH 130TH 94TH HAYDEN GREENWAY-HAYDEN 90TH MOUNTAIN VIEW 124TH 117TH HAYDEN 92ND 136TH 96TH NORTHSIGHT HAYDEN 6,000 20,700 15,600 6,400 38,700 54,400 27,400 14,200 15,800* 44,900 0.99 0.57 1.33 2.37 1.00 0.20 0.75 0.25 0.60 0.90 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.23 0.12 0.07 0.09 0.04 0.13 0.07 0.39 0.14 0.03 41 42 43 44 45 46 47 48 49 50 BELL LEGACY GRAYHAWK HAPPY VALLEY JOMAX DYNAMITE 101 FREEWAY 94TH SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE 94TH THOMPSON PEAK HAYDEN PIMA PIMA PIMA 20,600* 8,600 3,200 4,000 1,700 11,700 0.65 0.71 0.77 2.00 2.02 2.00 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.10 0.22 0.56 0.17 0.40 0.06 51 52 53 54 55 56 *Estimated Volume 2024 Traffic Volume and Collision Data Page 53 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of KSI Collisions 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK DYNAMITE CAREFREE 60TH 64TH PIMA 60TH OAK MCDOWELL ALMA SCHOOL SCOTTSDALE THOMAS OAK 22,000* 16,000 1,000 20,700 2.88 1.40 0.49 0.49 1 1 0 0 0.5 0.5 0.0 0.0 0.02 0.06 0.00 0.00 57 58 59 60 64TH 64TH 64TH 64TH 64TH 68TH 68TH 68TH 68TH 68TH OAK THOMAS OSBORN SHEA CHOLLA CONTINENTAL MCDOWELL OAK OSBORN INDIAN SCHOOL THOMAS OSBORN INDIAN SCHOOL CHOLLA CACTUS MCDOWELL OAK THOMAS INDIAN SCHOOL CAMELBACK 17,300* 18,100* 17,100* 6,700 7,700 7,900 9,500 9,900 10,000* 15,900 0.50 0.51 0.21 0.51 0.50 0.50 0.50 0.50 0.50 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 61 62 63 64 65 66 67 68 69 70 68TH GOLDWATER GOLDWATER SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE CAMELBACK CAMELBACK INDIAN SCHOOL ROOSEVELT MCDOWELL THOMAS CAMELBACK INDIAN BEND MCCORMICK DOUBLETREE CHAPARRAL CHAPARRAL CAMELBACK MCDOWELL OAK OSBORN CHAPARRAL MCCORMICK DOUBLETREE MOUNTAIN VIEW 7,800 21,600 17,100 31,100* 36,300 30,600 33,300 41,000 39,200 43,900 0.50 0.64 0.51 0.50 0.50 0.50 0.50 0.89 1.09 0.52 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 71 72 73 74 75 76 77 78 79 80 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SHEA CHOLLA THUNDERBIRD BUTHERUS GREENWAY-HAYDEN FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK CHOLLA CACTUS BUTHERUS GREENWAY-HAYDEN PARADISE PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK 39,400 40,800 40,300 34,600 34,600 39,800 29,500 44,200 41,300 38,300 0.50 0.50 0.79 0.21 0.50 0.59 0.59 0.17 0.75 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 81 82 83 84 85 86 87 88 89 90 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE GRAYHAWK DEER VALLEY WILLIAMS HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND DEER VALLEY WILLIAMS PINNACLE PEAK JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND CAREFREE 36,800 38,000 29,900 36,600 31,200 26,300 24,100 24,600 22,800 20,100 0.50 0.50 0.50 0.93 1.00 1.00 1.00 0.50 1.00 0.52 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 91 92 93 94 95 96 97 98 99 100 DRINKWATER DRINKWATER MILLER MILLER MILLER MILLER MILLER MILLER MILLER HAYDEN OSBORN INDIAN SCHOOL MCKELLIPS ROOSEVELT MCDOWELL OAK OSBORN INDIAN SCHOOL CAMELBACK MCKELLIPS INDIAN SCHOOL SCOTTSDALE ROOSEVELT MCDOWELL OAK THOMAS INDIAN SCHOOL CAMELBACK CHAPARRAL ROOSEVELT 9,000* 6,900* 5,100 6,800 6,600 7,700 8,900 11,300 6,200 25,300 0.50 0.49 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 101 102 103 104 105 106 107 108 109 110 *Estimated Volume 2024 Traffic Volume and Collision Data Page 54 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of KSI Collisions 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CHAPARRAL MCDONALD MCCORMICK VIA LINDA MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK MCDONALD INDIAN BEND VIA DE VENTURA MOUNTAIN VIEW 24,000 24,600 27,400 25,400 20,100 24,800 27,200 29,400 28,000* 27,800 0.50 0.50 0.50 0.50 0.50 0.52 1.00 1.01 0.82 0.60 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 111 112 113 114 115 116 117 118 119 120 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN GREENWAY-HAYDEN HAYDEN HAYDEN HAYDEN MOUNTAIN VIEW CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY SHEA SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY THOMPSON PEAK 25,900 24,000 19,900 23,600* 20,400* 21,500 23,300 19,600 18,300 27,700 0.50 0.50 0.69 0.40 0.89 0.25 0.40 0.20 0.75 1.23 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 121 122 123 124 125 126 127 128 129 130 HAYDEN HAYDEN MILLER MILLER GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS ROOSEVELT MCDOWELL OAK THOMAS INDIAN SCHOOL CAMELBACK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK MCDOWELL OAK THOMAS OSBORN CAMELBACK CHAPARRAL 18,600 17,400 15,400 12,800 3,400 3,500 2,900 1,600* 4,300* 2,900* 0.53 0.50 0.50 0.50 0.50 0.50 0.49 0.51 0.50 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 131 132 133 134 135 136 137 138 139 140 GRANITE REEF NORTHSIGHT/THUNDERBIRD PERIMETER PIMA PIMA PIMA PIMA PIMA PIMA PIMA CHAPARRAL 90TH BELL MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND 101 FREEWAY MCDONALD RAINTREE PRINCESS THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA LEGACY 5,900* 10,100 5,100 5,400* 7,400* 7,900* 7,800* 10,100* 11,900 37,800* 1.00 0.99 0.32 1.00 1.00 1.00 1.00 1.00 1.00 0.63 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 141 142 143 144 145 146 147 148 149 150 PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA 90TH 90TH HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA WESTLAND/LEGEND VIA LINDA MOUNTAIN VIEW THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN STAGECOACH PASS MOUNTAIN VIEW SHEA 31,500 40,100 41,800 25,800 24,000 16,400 15,400 12,300 18,200 16,600 1.00 1.50 1.00 0.93 1.00 1.00 1.00 1.50 0.43 0.52 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 151 152 153 154 155 156 157 158 159 160 92ND 92ND 94TH 94TH 94TH MOUNTAIN VIEW RAINTREE CHOLLA CACTUS SWEETWATER SHEA FRANK LLOYD WRIGHT CACTUS SWEETWATER THUNDERBIRD 15,900 2,300* 12,800 13,700 14,100 0.48 0.58 0.58 0.50 0.50 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 161 162 163 164 165 *Estimated Volume 2024 Traffic Volume and Collision Data Page 55 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of KSI Collisions 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK 94TH/THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY 17,500 22,400 35,400* 16,800* 14,100 0.77 0.26 0.61 0.81 1.19 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 166 167 168 169 170 THOMPSON PEAK 94TH 96TH 96TH 96TH 96TH 96TH 96TH 100TH 100TH HORSESHOE CANYON BELL VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER CACTUS SWEETWATER WINDGATE PASS LEGACY MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD SWEETWATER FRANK LLOYD WRIGHT 11,400 4,800* 5,500 10,100 8,300 7,200 3,800 3,200 3,400 3,200 0.38 0.91 0.25 0.50 0.50 0.50 0.50 0.50 0.50 0.56 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 171 172 173 174 175 176 177 178 179 180 100TH 100TH 104TH 104TH ALMA SCHOOL 114TH/117TH FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT 124TH FRANK LLOYD WRIGHT THOMPSON PEAK SHEA CACTUS HAPPY VALLEY MOUNTAIN VIEW SHEA VIA LINDA 100TH MOUNTAIN VIEW THOMPSON PEAK FRANK LLOYD WRIGHT CACTUS SWEETWATER JOMAX SHEA VIA LINDA CACTUS THUNDERBIRD SHEA 7,000 3,400 2,200 1,300 8,700* 3,100 21,400 30,700 25,900 2,100 0.96 0.49 1.00 0.50 2.36 0.86 0.48 0.69 0.30 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 181 182 183 184 185 186 187 188 189 190 124TH 130TH/132ND 136TH MCKELLIPS MCKELLIPS CONTINENTAL ROOSEVELT ROOSEVELT ROOSEVELT MCDOWELL SHEA SHEA SHEA SCOTTSDALE MILLER 68TH SCOTTSDALE MILLER HAYDEN 68TH VIA LINDA VIA LINDA VIA LINDA MILLER HAYDEN SCOTTSDALE MILLER HAYDEN GRANITE REEF SCOTTSDALE 5,200 4,400 4,400 10,400 12,400 2,700* 2,700* 3,000* 3,900* 28,200 0.50 0.60 0.50 0.49 0.50 0.50 0.50 0.51 0.49 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 191 192 193 194 195 196 197 198 199 200 MCDOWELL MCDOWELL OAK OAK OAK OAK OAK THOMAS THOMAS THOMAS SCOTTSDALE HAYDEN 56TH 60TH 68TH SCOTTSDALE HAYDEN 56TH 60TH 64TH MILLER GRANITE REEF 60TH 64TH SCOTTSDALE MILLER GRANITE REEF 60TH 64TH 68TH 31,800 28,300 2,300 1,900 2,600 1,700 2,300* 20,000 20,400* 25,500* 0.50 0.48 0.51 0.51 0.50 0.50 0.49 0.51 0.51 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 201 202 203 204 205 206 207 208 209 210 THOMAS THOMAS THOMAS THOMAS OSBORN OSBORN OSBORN OSBORN OSBORN OSBORN 68TH MILLER HAYDEN GRANITE REEF 64TH 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN SCOTTSDALE HAYDEN GRANITE REEF PIMA 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 27,100 29,300 27,900 31,800* 5,000 6,600 7,700 8,900* 8,900* 2,400* 0.50 0.50 0.50 0.49 0.47 0.50 0.25 0.25 0.51 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 211 212 213 214 215 216 217 218 219 220 *Estimated Volume 2024 Traffic Volume and Collision Data Page 56 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of KSI Collisions 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL CAMELBACK CAMELBACK CAMELBACK 60TH 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER HAYDEN 64TH 68TH GOLDWATER 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER GRANITE REEF 68TH GOLDWATER SCOTTSDALE 20,300* 28,300* 26,500 22,000 24,100 28,800 37,000 28,100 26,400 23,800 0.55 0.56 0.25 0.25 0.25 0.25 0.50 0.50 0.23 0.26 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 221 222 223 224 225 226 227 228 229 230 CAMELBACK CAMELBACK CAMELBACK CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL MCDONALD SCOTTSDALE MILLER HAYDEN 68TH SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF HAYDEN MILLER HAYDEN GRANITE REEF SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF PIMA GRANITE REEF 21,800 20,400* 3,500* 5,000 17,300 17,600 18,700* 23,100* 26,400* 24,400* 0.49 0.50 0.49 0.50 0.50 0.25 0.26 0.48 0.50 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 231 232 233 234 235 236 237 238 239 240 INDIAN BEND INDIAN BEND MCCORMICK DOUBLETREE VIA DE VENTURA VIA DE VENTURA VIA LINDA VIA LINDA VIA LINDA VIA LINDA SCOTTSDALE HAYDEN SCOTTSDALE SCOTTSDALE VIA LINDA HAYDEN VIA DE VENTURA 90TH MOUNTAIN VIEW SHEA HAYDEN PIMA HAYDEN VIA LINDA HAYDEN PIMA HAYDEN 96TH SHEA FRANK LLOYD WRIGHT 18,500 19,000 6,600* 14,100 12,700 23,700 4,700 26,300 14,000 11,100 0.99 0.99 1.30 1.34 0.63 0.43 0.74 0.79 1.16 1.17 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 241 242 243 244 245 246 247 248 249 250 VIA LINDA VIA LINDA MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW SHEA SHEA 124TH 132ND SCOTTSDALE HAYDEN 90TH 92ND 96TH 117TH 70TH 101 FREEWAY 132ND 136TH HAYDEN 90TH 92ND 96TH VIA LINDA 124TH SCOTTSDALE 90TH 8,600 4,900 9,100 11,600 15,600 7,300 10,200 1,100 36,000 61,300* 1.00 0.50 1.15 1.28 0.34 0.40 0.61 0.76 0.25 0.27 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 251 252 253 254 255 256 257 258 259 260 SHEA SHEA SHEA SHEA SHEA CHOLLA CHOLLA CACTUS CACTUS CACTUS 92ND 96TH VIA LINDA 124TH 136TH 64TH 92ND 64TH SCOTTSDALE HAYDEN 96TH VIA LINDA FRANK LLOYD WRIGHT 130TH 142ND SCOTTSDALE 96TH SCOTTSDALE HAYDEN 84TH 39,100 38,200 35,300 42,600 30,900 2,300 1,100 30,000 36,300 26,200 0.50 1.25 0.99 0.75 0.81 1.00 0.50 1.00 1.00 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 261 262 263 264 265 266 267 268 269 270 CACTUS CACTUS CACTUS CACTUS 84TH 101 FREEWAY 96TH 100TH 101 FREEWAY 94TH 100TH 104TH 26,100* 20,100* 9,200 6,200 0.44 0.73 0.50 0.50 0 0 0 0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 271 272 273 274 *Estimated Volume 2024 Traffic Volume and Collision Data Page 57 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Number of KSI Collisions 2024 Average Segment KSI Collision Rate = 0.03 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF KSI IN AVG KSI KSI VOLUME LENGTH 2YRS PER YR RATE RANK CACTUS SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER 104TH SCOTTSDALE 89TH 94TH 96TH 100TH FRANK LLOYD WRIGHT HAYDEN 94TH 96TH 100TH 104TH 4,300 2,800 2,500* 2,100 2,100 1,700 0.78 1.00 0.58 0.25 0.50 0.50 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 275 276 277 278 279 280 SWEETWATER THUNDERBIRD/REDFIELD REDFIELD THUNDERBIRD THUNDERBIRD THUNDERBIRD THUNDERBIRD RAINTREE RAINTREE RAINTREE 104TH SCOTTSDALE 76TH 90TH 92ND 94TH 96TH NORTHSIGHT 101 FREEWAY 90TH/REDFIELD FRANK LLOYD WRIGHT 76TH HAYDEN 92ND 94TH 96TH FRANK LLOYD WRIGHT 101 FREEWAY 90TH/REDFIELD 92ND 1,700 17,500* 15,900* 8,200 5,600 4,300 3,900 30,200* 29,500* 20,500* 0.11 0.58 0.49 0.25 0.25 0.25 0.38 0.33 0.23 0.24 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 281 282 283 284 285 286 287 288 289 290 RAINTREE RAINTREE GREENWAY-HAYDEN FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT 92ND THOMPSON PEAK SCOTTSDALE SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE THOMPSON PEAK FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT GREENWAY-HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE THUNDERBIRD 19,100 7,600 18,700 36,400 45,600 35,700 36,200* 30,600* 24,800 26,300 0.26 0.30 1.26 1.05 0.13 0.21 0.52 0.34 0.19 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 291 292 293 294 295 296 297 298 299 300 BELL BELL BELL BELL PRINCESS LEGACY THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK DEER VALLEY HAYDEN PERIMETER 94TH 98TH PERIMETER PIMA SCOTTSDALE HAYDEN PIMA SCOTTSDALE PERIMETER 101 FREEWAY 98TH THOMPSON PEAK 101 FREEWAY 94TH HAYDEN PIMA WINDGATE PASS MILLER 8,700 11,700* 15,100* 11,200 13,600* 10,700 10,000 16,800 11,300 3,000 0.62 0.33 0.50 0.50 0.27 0.52 1.09 1.08 1.81 0.50 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 301 302 303 304 305 306 307 308 309 310 WILLIAMS PINNACLE PEAK PINNACLE PEAK HAPPY VALLEY DYNAMITE DYNAMITE DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND SCOTTSDALE SCOTTSDALE MILLER PIMA 56TH 64TH ALMA SCHOOL SCOTTSDALE SCOTTSDALE SCOTTSDALE MILLER MILLER PIMA ALMA SCHOOL 64TH SCOTTSDALE 136TH PIMA PIMA PIMA 3,800 16,300 15,800 18,200* 10,200 10,100 12,300* 2,200 7,100 5,500 0.50 0.50 1.50 1.95 1.00 1.00 3.21 2.00 2.00 2.00 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 311 312 313 314 315 316 317 318 319 320 WESTLAND CAREFREE STAGECOACH PIMA 56TH PIMA STAGECOACH 60TH LEGEND 1,900 17,300 2,100 2.64 0.50 0.60 0 0 0 0.0 0.0 0.0 0.00 0.00 0.00 321 322 323 *Estimated Volume 2024 Traffic Volume and Collision Data Page 58 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 59 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Segment Collision Data Sorted by Descending Traffic Volume 2024 Traffic Volume and Collision Data Page 60 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Volume 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK SHEA SHEA SHEA SCOTTSDALE FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE 101 FREEWAY 90TH HAYDEN LINCOLN HAYDEN GREENWAY-HAYDEN MAYO DOUBLETREE CACTUS SWEETWATER 90TH 92ND 101 FREEWAY INDIAN BEND 101 FREEWAY HAYDEN 101 FREEWAY MOUNTAIN VIEW SWEETWATER THUNDERBIRD 61,300* 54,400 47,400* 45,600 45,600 44,900 44,200 43,900 43,100 43,000 0.27 0.20 1.00 0.50 0.13 0.90 0.17 0.52 0.50 0.50 35 9 46 14 10 60 4 5 22 24 17.5 4.5 23.0 7.0 5.0 30.0 2.0 2.5 11.0 12.0 2.90 1.13 1.33 0.84 2.31 2.03 0.73 0.30 1.40 1.53 1 2 3 4 5 6 7 8 9 10 SHEA SCOTTSDALE SCOTTSDALE PIMA SHEA SCOTTSDALE SCOTTSDALE SHEA SCOTTSDALE SCOTTSDALE 124TH MCDONALD CHAPARRAL PINNACLE PEAK 64TH 101 FREEWAY INDIAN BEND FRANK LLOYD WRIGHT CHOLLA THUNDERBIRD 130TH LINCOLN MCDONALD HAPPY VALLEY 70TH THOMPSON PEAK MCCORMICK 124TH CACTUS BUTHERUS 42,600 42,300 42,100 41,800 41,300 41,300 41,000 40,900 40,800 40,300 0.75 0.50 1.01 1.00 0.74 0.75 0.89 1.25 0.50 0.79 9 14 13 22 28 15 3 28 7 11 4.5 7.0 6.5 11.0 14.0 7.5 1.5 14.0 3.5 5.5 0.39 0.91 0.42 0.72 1.26 0.66 0.11 0.75 0.47 0.47 11 12 13 14 15 16 17 18 19 20 PIMA SCOTTSDALE SCOTTSDALE SCOTTSDALE SHEA SHEA SCOTTSDALE SHEA SCOTTSDALE SCOTTSDALE THOMPSON PEAK FRANK LLOYD WRIGHT SHEA MCCORMICK 92ND SCOTTSDALE THOMPSON PEAK 96TH PARADISE DEER VALLEY PINNACLE PEAK PRINCESS CHOLLA DOUBLETREE 96TH HAYDEN GRAYHAWK VIA LINDA FRANK LLOYD WRIGHT WILLIAMS 40,100 39,800 39,400 39,200 39,100 38,700 38,300 38,200 38,100 38,000 1.50 0.59 0.50 1.09 0.50 1.00 0.50 1.25 0.35 0.50 12 33 13 14 25 37 19 14 22 7 6.0 16.5 6.5 7.0 12.5 18.5 9.5 7.0 11.0 3.5 0.27 1.93 0.90 0.45 1.75 1.31 1.36 0.40 2.26 0.50 21 22 23 24 25 26 27 28 29 30 PIMA INDIAN SCHOOL SCOTTSDALE SCOTTSDALE FRANK LLOYD WRIGHT SCOTTSDALE CACTUS INDIAN SCHOOL FRANK LLOYD WRIGHT SHEA 101 FREEWAY HAYDEN GRAYHAWK HAPPY VALLEY SCOTTSDALE MCDOWELL SCOTTSDALE GRANITE REEF 90TH 70TH LEGACY GRANITE REEF DEER VALLEY JOMAX GREENWAY-HAYDEN OAK HAYDEN PIMA 92ND/100TH SCOTTSDALE 37,800* 37,000 36,800 36,600 36,400 36,300 36,300 36,200 36,200* 36,000 0.63 0.50 0.50 0.93 1.05 0.50 1.00 0.50 0.52 0.25 27 22 3 3 17 26 16 17 10 7 13.5 11.0 1.5 1.5 8.5 13.0 8.0 8.5 5.0 3.5 1.55 1.63 0.22 0.12 0.61 1.96 0.60 1.29 0.73 1.07 31 32 33 34 35 36 37 38 39 40 FRANK LLOYD WRIGHT THOMPSON PEAK SHEA SCOTTSDALE SCOTTSDALE PIMA INDIAN SCHOOL SCOTTSDALE MCDOWELL SCOTTSDALE 101 FREEWAY 100TH VIA LINDA BUTHERUS GREENWAY-HAYDEN LEGACY MILLER CAMELBACK MILLER OAK 90TH MCDOWELL MTN RANCH FRANK LLOYD WRIGHT GREENWAY-HAYDEN PARADISE HUALAPAI HAYDEN CHAPARRAL HAYDEN THOMAS 35,700 35,400* 35,300 34,600 34,600 33,700 33,600 33,300 33,100 33,100 0.21 0.61 0.99 0.21 0.50 0.60 0.50 0.50 0.50 0.50 12 2 3 10 7 7 21 6 41 34 6.0 1.0 1.5 5.0 3.5 3.5 10.5 3.0 20.5 17.0 2.19 0.13 0.12 1.89 0.55 0.47 1.71 0.49 3.39 2.81 41 42 43 44 45 46 47 48 49 50 SCOTTSDALE MCDOWELL THOMAS PIMA SCOTTSDALE SCOTTSDALE PINNACLE PEAK SCOTTSDALE GRANITE REEF HUALAPAI JOMAX ROOSEVELT HAPPY VALLEY MILLER PIMA THOMPSON PEAK DYNAMITE MCDOWELL 32,500 31,800 31,800* 31,500 31,200 31,100* 1.00 0.50 0.49 1.00 1.00 0.50 23 10 18 11 10 18 11.5 5.0 9.0 5.5 5.0 9.0 0.97 0.86 1.58 0.48 0.44 1.59 51 52 53 54 55 56 *Estimated Volume 2024 Traffic Volume and Collision Data Page 61 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Volume 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK SHEA SCOTTSDALE FRANK LLOYD WRIGHT SCOTTSDALE 136TH MCKELLIPS VIA LINDA THOMAS 142ND ROOSEVELT CACTUS OSBORN 30,900 30,700* 30,700 30,600 0.81 0.50 0.69 0.50 2 1 7 23 1.0 0.5 3.5 11.5 0.11 0.09 0.45 2.06 57 58 59 60 FRANK LLOYD WRIGHT RAINTREE CACTUS SCOTTSDALE SCOTTSDALE RAINTREE HAYDEN HAYDEN THOMAS SCOTTSDALE 92ND/100TH NORTHSIGHT 64TH WILLIAMS PRINCESS 101 FREEWAY INDIAN BEND MCDONALD MILLER MOUNTAIN VIEW THOMPSON PEAK 101 FREEWAY SCOTTSDALE PINNACLE PEAK MAYO 90TH/REDFIELD MCCORMICK INDIAN BEND HAYDEN SHEA 30,600* 30,200* 30,000 29,900 29,500 29,500* 29,400* 29,400 29,300 29,200 0.34 0.33 1.00 0.50 0.59 0.23 0.46 1.01 0.50 0.49 7 6 12 16 26 4 15 4 19 26 3.5 3.0 6.0 8.0 13.0 2.0 7.5 2.0 9.5 13.0 0.92 0.82 0.55 1.47 2.05 0.81 1.52 0.18 1.78 2.49 61 62 63 64 65 66 67 68 69 70 THOMAS MCDOWELL INDIAN SCHOOL MCDOWELL INDIAN SCHOOL MCDOWELL CAMELBACK HAYDEN MCDOWELL THOMAS SCOTTSDALE GRANITE REEF DRINKWATER HAYDEN 64TH 68TH 64TH MCCORMICK 64TH HAYDEN MILLER PIMA MILLER GRANITE REEF 68TH SCOTTSDALE 68TH VIA DE VENTURA 68TH GRANITE REEF 28,900 28,800* 28,800 28,300 28,300* 28,200 28,100 28,000* 27,900 27,900 0.50 0.50 0.25 0.48 0.56 0.50 0.50 0.82 0.51 0.50 26 26 6 11 4 7 9 7 4 12 13.0 13.0 3.0 5.5 2.0 3.5 4.5 3.5 2.0 6.0 2.46 2.47 1.14 1.11 0.35 0.68 0.88 0.42 0.39 1.18 71 72 73 74 75 76 77 78 79 80 HAYDEN HAYDEN SHEA HAYDEN HAYDEN THOMAS INDIAN SCHOOL CAMELBACK CHAPARRAL SCOTTSDALE VIA LINDA 101 FREEWAY 130TH OAK CHAPARRAL 68TH 68TH 68TH GRANITE REEF DYNAMITE MOUNTAIN VIEW THOMPSON PEAK 136TH THOMAS MCDONALD SCOTTSDALE GOLDWATER GOLDWATER PIMA DIXILETA 27,800 27,700 27,400 27,400 27,200 27,100 26,500 26,400 26,400* 26,300 0.60 1.23 0.75 0.50 1.00 0.50 0.25 0.23 0.50 1.00 6 18 4 13 8 18 10 11 6 6 3.0 9.0 2.0 6.5 4.0 9.0 5.0 5.5 3.0 3.0 0.49 0.72 0.27 1.30 0.40 1.82 2.07 2.48 0.62 0.31 81 82 83 84 85 86 87 88 89 90 VIA LINDA FRANK LLOYD WRIGHT MCDONALD CACTUS FRANK LLOYD WRIGHT CACTUS HAYDEN HAYDEN FRANK LLOYD WRIGHT PIMA 90TH RAINTREE GRANITE REEF HAYDEN CACTUS 84TH CAMELBACK MOUNTAIN VIEW 100TH HAPPY VALLEY 96TH THUNDERBIRD PIMA 84TH 100TH 101 FREEWAY CHAPARRAL SHEA THUNDERBIRD JOMAX 26,300 26,300 26,200* 26,200 26,100 26,100* 26,000 25,900 25,900 25,800 0.79 0.50 0.50 0.50 1.64 0.44 0.50 0.50 0.30 0.93 21 3 5 4 19 5 3 2 1 6 10.5 1.5 2.5 2.0 9.5 2.5 1.5 1.0 0.5 3.0 1.38 0.31 0.52 0.42 0.61 0.60 0.32 0.21 0.18 0.34 91 92 93 94 95 96 97 98 99 100 THOMAS HAYDEN HAYDEN HAYDEN FRANK LLOYD WRIGHT SCOTTSDALE HAYDEN MCDONALD SCOTTSDALE INDIAN SCHOOL 64TH THOMAS MCKELLIPS INDIAN SCHOOL THOMPSON PEAK LONE MOUNTAIN MCDOWELL HAYDEN DIXILETA SCOTTSDALE 68TH OSBORN ROOSEVELT CAMELBACK RAINTREE ASHLER HILLS OAK GRANITE REEF LONE MOUNTAIN DRINKWATER 25,500* 25,400 25,300 24,800 24,800 24,600 24,600 24,400* 24,100 24,100 0.50 0.50 0.50 0.52 0.19 0.50 0.50 0.50 1.00 0.25 16 35 6 12 10 4 10 11 10 4 8.0 17.5 3.0 6.0 5.0 2.0 5.0 5.5 5.0 2.0 1.72 3.78 0.65 1.27 2.91 0.45 1.11 1.24 0.57 0.91 101 102 103 104 105 106 107 108 109 110 *Estimated Volume 2024 Traffic Volume and Collision Data Page 62 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Volume 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK HAYDEN HAYDEN HAYDEN PIMA CAMELBACK VIA DE VENTURA HAYDEN HAYDEN SCOTTSDALE GREENWAY-HAYDEN VIA DE VENTURA ROOSEVELT CACTUS JOMAX GOLDWATER HAYDEN REDFIELD SHEA INDIAN SCHOOL FRANK LLOYD WRIGHT VIA LINDA MCDOWELL SWEETWATER DYNAMITE SCOTTSDALE PIMA RAINTREE CACTUS CAMELBACK BELL 24,000 24,000 24,000 24,000 23,800 23,700 23,600* 23,500 23,400* 23,300 0.94 0.50 0.50 1.00 0.26 0.43 0.40 1.00 0.50 0.40 9 6 1 4 7 10 6 13 10 6 4.5 3.0 0.5 2.0 3.5 5.0 3.0 6.5 5.0 3.0 0.55 0.68 0.11 0.23 1.55 1.34 0.87 0.76 1.17 0.88 111 112 113 114 115 116 117 118 119 120 CHAPARRAL SCOTTSDALE MCDONALD THOMPSON PEAK DYNAMITE INDIAN SCHOOL CAMELBACK GOLDWATER HAYDEN FRANK LLOYD WRIGHT HAYDEN ASHLER HILLS SCOTTSDALE FRANK LLOYD WRIGHT PIMA GOLDWATER SCOTTSDALE CAMELBACK NORTHSIGHT SHEA GRANITE REEF WESTLAND HAYDEN 100TH ALMA SCHOOL SCOTTSDALE MILLER CHAPARRAL FRANK LLOYD WRIGHT VIA LINDA 23,100* 22,800 22,600 22,400 22,000* 22,000 21,800 21,600 21,500 21,400 0.48 1.00 0.99 0.26 2.88 0.25 0.49 0.64 0.25 0.48 6 9 7 8 27 3 34 24 28 20 3.0 4.5 3.5 4.0 13.5 1.5 17.0 12.0 14.0 10.0 0.74 0.54 0.43 1.88 0.58 0.75 4.36 2.38 7.14 2.67 121 122 123 124 125 126 127 128 129 130 VIA LINDA 64TH BELL RAINTREE HAYDEN THOMAS CAMELBACK INDIAN SCHOOL SCOTTSDALE HAYDEN 96TH MCDOWELL 101 FREEWAY 90TH/REDFIELD RAINTREE 60TH MILLER 60TH WESTLAND OSBORN MOUNTAIN VIEW OAK 94TH 92ND NORTHSIGHT 64TH HAYDEN 64TH CAREFREE INDIAN SCHOOL 20,700 20,700 20,600* 20,500* 20,400* 20,400* 20,400* 20,300* 20,100 20,100 0.57 0.49 0.65 0.24 0.89 0.51 0.50 0.55 0.52 0.50 4 7 8 1 19 3 7 3 0 13 2.0 3.5 4.0 0.5 9.5 1.5 3.5 1.5 0.0 6.5 0.46 0.95 0.82 0.28 1.43 0.40 0.94 0.37 0.00 1.77 131 132 133 134 135 136 137 138 139 140 CACTUS THOMAS HAYDEN HAYDEN RAINTREE INDIAN BEND CHAPARRAL GREENWAY-HAYDEN HAYDEN INDIAN BEND 101 FREEWAY 56TH SWEETWATER BELL 92ND HAYDEN 78TH SCOTTSDALE THOMPSON PEAK SCOTTSDALE 94TH 60TH REDFIELD PRINCESS THOMPSON PEAK PIMA HAYDEN FRANK LLOYD WRIGHT GRAYHAWK HAYDEN 20,100* 20,000 19,900 19,600 19,100 19,000 18,700* 18,700 18,600 18,500 0.73 0.51 0.69 0.20 0.26 0.99 0.26 1.26 0.53 0.99 10 6 3 2 3 8 6 18 1 4 5.0 3.0 1.5 1.0 1.5 4.0 3.0 9.0 0.5 2.0 0.93 0.81 0.30 0.70 0.83 0.58 1.69 1.05 0.14 0.30 141 142 143 144 145 146 147 148 149 150 HAYDEN 90TH HAPPY VALLEY 64TH CHAPARRAL 94TH/THOMPSON PEAK THUNDERBIRD/REDFIELD NORTHSIGHT HAYDEN 64TH PRINCESS VIA LINDA PIMA THOMAS MILLER THUNDERBIRD SCOTTSDALE RAINTREE GRAYHAWK OAK 101 FREEWAY MOUNTAIN VIEW ALMA SCHOOL OSBORN 78TH FRANK LLOYD WRIGHT 76TH HAYDEN DEER VALLEY THOMAS 18,300 18,200 18,200* 18,100* 17,600 17,500 17,500* 17,400 17,400 17,300* 0.75 0.43 1.95 0.51 0.25 0.77 0.58 0.68 0.50 0.50 19 5 9 3 6 6 3 24 1 1 9.5 2.5 4.5 1.5 3.0 3.0 1.5 12.0 0.5 0.5 1.90 0.88 0.35 0.45 1.87 0.61 0.40 2.78 0.16 0.16 151 152 153 154 155 156 157 158 159 160 CHAPARRAL CAREFREE 64TH GOLDWATER THOMPSON PEAK SCOTTSDALE 56TH OSBORN INDIAN SCHOOL MCDOWELL MTN RANCH MILLER 60TH INDIAN SCHOOL CAMELBACK BELL 17,300 17,300 17,100* 17,100 16,800* 0.50 0.50 0.21 0.51 0.81 5 4 8 6 3 2.5 2.0 4.0 3.0 1.5 0.79 0.63 3.05 0.94 0.30 161 162 163 164 165 *Estimated Volume 2024 Traffic Volume and Collision Data Page 63 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Volume 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK THOMPSON PEAK 90TH PIMA PINNACLE PEAK 92ND HAYDEN MOUNTAIN VIEW DYNAMITE SCOTTSDALE SHEA PIMA SHEA DIXILETA MILLER CHOLLA 16,800 16,600 16,400 16,300 16,000 1.08 0.52 1.00 0.50 0.50 9 16 4 27 15 4.5 8.0 2.0 13.5 7.5 0.68 2.54 0.33 4.54 2.57 166 167 168 169 170 CAREFREE 68TH 92ND REDFIELD RAINTREE PINNACLE PEAK VIA LINDA MOUNTAIN VIEW MILLER PIMA 60TH INDIAN SCHOOL MOUNTAIN VIEW 76TH HAYDEN MILLER FRANK LLOYD WRIGHT 90TH DEER VALLEY DIXILETA SCOTTSDALE CAMELBACK SHEA HAYDEN NORTHSIGHT PIMA 124TH 92ND WILLIAMS LONE MOUNTAIN 16,000 15,900 15,900 15,900* 15,800* 15,800 15,600 15,600 15,400 15,400 1.40 0.50 0.48 0.49 0.60 1.50 1.33 0.34 0.50 1.00 7 4 8 10 19 11 22 5 1 1 3.5 2.0 4.0 5.0 9.5 5.5 11.0 2.5 0.5 0.5 0.43 0.69 1.44 1.76 2.75 0.64 1.45 1.29 0.18 0.09 171 172 173 174 175 176 177 178 179 180 PIMA BELL CACTUS 94TH THOMPSON PEAK DOUBLETREE VIA LINDA 94TH PRINCESS THOMPSON PEAK LONE MOUNTAIN 94TH 94TH SWEETWATER BELL SCOTTSDALE MOUNTAIN VIEW CACTUS PERIMETER LEGACY WESTLAND/LEGEND 98TH 96TH THUNDERBIRD LEGACY VIA LINDA SHEA SWEETWATER 101 FREEWAY HORSESHOE CANYON 15,200 15,100* 14,200 14,100 14,100 14,100 14,000 13,700 13,600* 13,000 1.50 0.50 0.25 0.50 1.19 1.34 1.16 0.50 0.27 0.47 2 2 3 2 5 8 11 0 2 1 1.0 1.0 1.5 1.0 2.5 4.0 5.5 0.0 1.0 0.5 0.12 0.36 1.16 0.39 0.41 0.58 0.93 0.00 0.75 0.22 181 182 183 184 185 186 187 188 189 190 MILLER 94TH VIA DE VENTURA MCKELLIPS PIMA DYNAMITE SCOTTSDALE PIMA DYNAMITE BELL WILLIAMS CHOLLA VIA LINDA MILLER WESTLAND/LEGEND ALMA SCHOOL OSBORN INDIAN BEND SCOTTSDALE PERIMETER PINNACLE PEAK CACTUS HAYDEN HAYDEN STAGECOACH PASS 136TH INDIAN SCHOOL VIA DE VENTURA PIMA 101 FREEWAY 12,800 12,800 12,700 12,400 12,300 12,300* 12,200* 11,900 11,700 11,700* 0.50 0.58 0.63 0.50 1.50 3.21 0.50 1.00 2.00 0.33 3 1 6 3 7 15 20 3 7 0 1.5 0.5 3.0 1.5 3.5 7.5 10.0 1.5 3.5 0.0 0.64 0.18 1.03 0.66 0.52 0.52 4.49 0.35 0.41 0.00 191 192 193 194 195 196 197 198 199 200 GOLDWATER MOUNTAIN VIEW THOMPSON PEAK MILLER THOMPSON PEAK BELL VIA LINDA 68TH LEGACY MCKELLIPS SCOTTSDALE HAYDEN HORSESHOE CANYON INDIAN SCHOOL PIMA 98TH SHEA THOMAS PIMA SCOTTSDALE INDIAN SCHOOL 90TH WINDGATE PASS CAMELBACK WINDGATE PASS THOMPSON PEAK FRANK LLOYD WRIGHT OSBORN 94TH MILLER 11,600 11,600 11,400 11,300 11,300 11,200 11,100 10,900* 10,700 10,400 0.62 1.28 0.38 0.50 1.81 0.50 1.17 0.50 0.52 0.49 30 5 2 11 6 7 18 10 1 6 15.0 2.5 1.0 5.5 3.0 3.5 9.0 5.0 0.5 3.0 5.71 0.46 0.63 2.67 0.40 1.71 1.90 2.51 0.25 1.61 201 202 203 204 205 206 207 208 209 210 MOUNTAIN VIEW DYNAMITE NORTHSIGHT/THUNDERBIRD PIMA 96TH DYNAMITE 68TH THOMPSON PEAK 68TH 68TH 96TH 56TH 90TH MCDONALD MOUNTAIN VIEW 64TH OSBORN SCOTTSDALE OAK MCDOWELL VIA LINDA 64TH RAINTREE INDIAN BEND SHEA SCOTTSDALE INDIAN SCHOOL HAYDEN THOMAS OAK 10,200 10,200 10,100 10,100* 10,100 10,100 10,000* 10,000 9,900 9,500 0.61 1.00 0.99 1.00 0.50 1.00 0.50 1.09 0.50 0.50 3 5 11 2 7 3 16 6 3 4 1.5 2.5 5.5 1.0 3.5 1.5 8.0 3.0 1.5 2.0 0.66 0.67 1.51 0.27 1.90 0.41 4.38 0.75 0.83 1.15 211 212 213 214 215 216 217 218 219 220 *Estimated Volume 2024 Traffic Volume and Collision Data Page 64 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Volume 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK CACTUS MILLER MOUNTAIN VIEW DRINKWATER MILLER OSBORN OSBORN ALMA SCHOOL BELL LEGACY 96TH THOMAS SCOTTSDALE OSBORN OSBORN DRINKWATER MILLER HAPPY VALLEY HAYDEN 94TH 100TH OSBORN HAYDEN INDIAN SCHOOL INDIAN SCHOOL MILLER HAYDEN JOMAX PERIMETER THOMPSON PEAK 9,200 9,100 9,100 9,000* 8,900 8,900* 8,900* 8,700* 8,700 8,600 0.50 0.50 1.15 0.50 0.50 0.25 0.51 2.36 0.62 0.71 1 8 7 12 9 3 4 0 4 1 0.5 4.0 3.5 6.0 4.5 1.5 2.0 0.0 2.0 0.5 0.30 2.41 0.92 3.65 2.77 1.85 1.21 0.00 1.02 0.22 221 222 223 224 225 226 227 228 229 230 VIA LINDA 96TH THUNDERBIRD 68TH PIMA 68TH PIMA 64TH MILLER OSBORN 124TH SHEA 90TH CONTINENTAL INDIAN SCHOOL CAMELBACK CHAPARRAL CHOLLA OAK SCOTTSDALE 132ND CHOLLA 92ND MCDOWELL CHAPARRAL CHAPARRAL MCDONALD CACTUS THOMAS DRINKWATER 8,600 8,300 8,200 7,900 7,900* 7,800 7,800* 7,700 7,700 7,700 1.00 0.50 0.25 0.50 1.00 0.50 1.00 0.50 0.50 0.25 7 2 1 0 8 2 3 4 3 4 3.5 1.0 0.5 0.0 4.0 1.0 1.5 2.0 1.5 2.0 1.12 0.66 0.67 0.00 1.39 0.70 0.53 1.42 1.07 2.85 231 232 233 234 235 236 237 238 239 240 RAINTREE PRINCESS PIMA MOUNTAIN VIEW 96TH LONE MOUNTAIN 100TH DRINKWATER MILLER 64TH THOMPSON PEAK HAYDEN THOMAS 92ND CHOLLA SCOTTSDALE FRANK LLOYD WRIGHT INDIAN SCHOOL ROOSEVELT SHEA FRANK LLOYD WRIGHT PERIMETER INDIAN SCHOOL 96TH CACTUS PIMA THOMPSON PEAK SCOTTSDALE MCDOWELL CHOLLA 7,600 7,400 7,400* 7,300 7,200 7,100 7,000 6,900* 6,800 6,700 0.30 0.59 1.00 0.40 0.50 2.00 0.96 0.49 0.50 0.51 1 8 2 1 0 0 1 6 3 1 0.5 4.0 1.0 0.5 0.0 0.0 0.5 3.0 1.5 0.5 0.60 2.51 0.37 0.47 0.00 0.00 0.20 2.43 1.21 0.40 241 242 243 244 245 246 247 248 249 250 MILLER OSBORN MCCORMICK MOUNTAIN VIEW DRINKWATER MILLER CACTUS VIA LINDA GRANITE REEF THUNDERBIRD MCDOWELL 68TH SCOTTSDALE VIA LINDA SCOTTSDALE CAMELBACK 100TH HAYDEN CHAPARRAL 92ND OAK SCOTTSDALE HAYDEN 117TH OSBORN CHAPARRAL 104TH 90TH MCDONALD 94TH 6,600 6,600 6,600* 6,400 6,300 6,200 6,200 6,000 5,900* 5,600 0.50 0.50 1.30 2.37 0.40 0.50 0.50 0.99 1.00 0.25 2 4 5 12 7 2 0 6 3 0 1.0 2.0 2.5 6.0 3.5 1.0 0.0 3.0 1.5 0.0 0.83 1.66 0.80 1.08 3.81 0.88 0.00 1.38 0.70 0.00 251 252 253 254 255 256 257 258 259 260 96TH WESTLAND PIMA 124TH MILLER PERIMETER OSBORN CHAPARRAL VIA LINDA 94TH VIA LINDA SCOTTSDALE MCDOWELL SHEA MCKELLIPS BELL 64TH 68TH 132ND BELL MOUNTAIN VIEW PIMA THOMAS VIA LINDA ROOSEVELT PRINCESS 68TH SCOTTSDALE 136TH LEGACY 5,500 5,500 5,400* 5,200 5,100 5,100 5,000 5,000 4,900 4,800* 0.25 2.00 1.00 0.50 0.50 0.32 0.47 0.50 0.50 0.91 0 3 2 6 0 2 5 2 0 0 0.0 1.5 1.0 3.0 0.0 1.0 2.5 1.0 0.0 0.0 0.00 0.37 0.51 3.16 0.00 1.68 2.91 1.10 0.00 0.00 261 262 263 264 265 266 267 268 269 270 VIA LINDA 130TH/132ND 136TH GRANITE REEF VIA DE VENTURA SHEA SHEA INDIAN SCHOOL HAYDEN VIA LINDA VIA LINDA CAMELBACK 4,700 4,400 4,400 4,300* 0.74 0.60 0.50 0.50 1 0 1 1 0.5 0.0 0.5 0.5 0.39 0.00 0.62 0.64 271 272 273 274 *Estimated Volume 2024 Traffic Volume and Collision Data Page 65 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Volume 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles PRIMARY STREET FROM TO NO. OF COL IN AVG COL COL VOLUME LENGTH 2YRS PER YR RATE RANK CACTUS THUNDERBIRD HAPPY VALLEY ROOSEVELT THUNDERBIRD 96TH 104TH 94TH SCOTTSDALE HAYDEN 96TH CACTUS FRANK LLOYD WRIGHT 96TH PIMA GRANITE REEF FRANK LLOYD WRIGHT SWEETWATER 4,300 4,300 4,000 3,900* 3,900 3,800 0.78 0.25 2.00 0.49 0.38 0.50 0 0 4 1 0 2 0.0 0.0 2.0 0.5 0.0 1.0 0.00 0.00 0.68 0.72 0.00 1.44 275 276 277 278 279 280 WILLIAMS GRANITE REEF CAMELBACK GRANITE REEF 100TH 100TH GRAYHAWK 96TH 100TH 114TH/117TH SCOTTSDALE MCDOWELL HAYDEN ROOSEVELT CACTUS THOMPSON PEAK SCOTTSDALE SWEETWATER SWEETWATER MOUNTAIN VIEW MILLER OAK GRANITE REEF MCDOWELL SWEETWATER FRANK LLOYD WRIGHT HAYDEN THUNDERBIRD FRANK LLOYD WRIGHT SHEA 3,800 3,500 3,500* 3,400 3,400 3,400 3,200 3,200 3,200 3,100 0.50 0.50 0.49 0.50 0.50 0.49 0.77 0.50 0.56 0.86 0 2 3 2 0 2 1 0 4 0 0.0 1.0 1.5 1.0 0.0 1.0 0.5 0.0 2.0 0.0 0.00 1.57 2.40 1.61 0.00 1.64 0.56 0.00 3.06 0.00 281 282 283 284 285 286 287 288 289 290 ROOSEVELT DEER VALLEY GRANITE REEF GRANITE REEF SWEETWATER CONTINENTAL ROOSEVELT OAK CAVE CREEK SWEETWATER MILLER SCOTTSDALE OAK CAMELBACK SCOTTSDALE 68TH SCOTTSDALE 68TH DESERT MOUNTAIN 89TH HAYDEN MILLER THOMAS CHAPARRAL HAYDEN SCOTTSDALE MILLER SCOTTSDALE BARTLETT DAM RD 94TH 3,000* 3,000 2,900 2,900* 2,800 2,700* 2,700* 2,600 2,500 2,500* 0.51 0.50 0.49 0.50 1.00 0.50 0.50 0.50 3.15 0.58 3 1 0 3 4 0 3 2 16 0 1.5 0.5 0.0 1.5 2.0 0.0 1.5 1.0 8.0 0.0 2.69 0.91 0.00 2.83 1.96 0.00 3.04 2.11 2.78 0.00 291 292 293 294 295 296 297 298 299 300 OSBORN 92ND 92ND OAK OAK CHOLLA 104TH DIXILETA 124TH SWEETWATER HAYDEN THUNDERBIRD RAINTREE 56TH HAYDEN 64TH SHEA SCOTTSDALE MOUNTAIN VIEW 94TH GRANITE REEF RAINTREE FRANK LLOYD WRIGHT 60TH GRANITE REEF SCOTTSDALE CACTUS PIMA SHEA 96TH 2,400* 2,300 2,300* 2,300 2,300* 2,300 2,200 2,200 2,100 2,100 0.50 0.50 0.58 0.51 0.49 1.00 1.00 2.00 0.50 0.25 1 3 1 1 1 4 3 0 2 0 0.5 1.5 0.5 0.5 0.5 2.0 1.5 0.0 1.0 0.0 1.14 3.57 1.03 1.17 1.22 2.38 1.87 0.00 2.61 0.00 301 302 303 304 305 306 307 308 309 310 SWEETWATER STAGECOACH OAK WESTLAND JOMAX OAK SWEETWATER SWEETWATER GRANITE REEF 104TH 96TH PIMA 60TH PIMA SCOTTSDALE SCOTTSDALE 100TH 104TH THOMAS CACTUS 100TH LEGEND 64TH STAGECOACH PIMA MILLER 104TH FRANK LLOYD WRIGHT OSBORN SWEETWATER 2,100 2,100 1,900 1,900 1,700 1,700 1,700 1,700 1,600* 1,300 0.50 0.60 0.51 2.64 2.02 0.50 0.50 0.11 0.51 0.50 0 0 0 1 2 3 0 0 4 0 0.0 0.0 0.0 0.5 1.0 1.5 0.0 0.0 2.0 0.0 0.00 0.00 0.00 0.27 0.80 4.83 0.00 0.00 6.72 0.00 311 312 313 314 315 316 317 318 319 320 MOUNTAIN VIEW CHOLLA 60TH 117TH 92ND OAK 124TH 96TH THOMAS 1,100 1,100 1,000 0.76 0.50 0.49 0 0 1 0.0 0.0 0.5 0.00 0.00 2.80 321 322 323 *Estimated Volume 2024 Traffic Volume and Collision Data Page 66 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024-2022 Segment Collision Rate Comparison 2024-2022 Rate Comparison, Sorted by Location 2024 Traffic Volume and Collision Data Page 67 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles 24 COL RATE 2.80 22 COL RATE 0.00 % CHANGE IND OAK THOMAS OSBORN INDIAN SCHOOL 0.95 0.16 0.45 3.05 0.13 0.80 0.97 0.85 644% -80% -54% 258% SHEA CHOLLA CHOLLA CACTUS 0.40 1.42 0.00 0.00 IND IND 68TH 68TH 68TH 68TH 68TH 68TH 68TH CONTINENTAL MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 0.00 1.15 0.83 2.51 4.38 0.69 0.70 0.00 1.96 0.94 2.67 1.90 2.90 1.00 IND -41% -11% -6% 130% -76% -30% GOLDWATER GOLDWATER GOLDWATER CAMELBACK INDIAN SCHOOL SCOTTSDALE CHAPARRAL CAMELBACK INDIAN SCHOOL 2.38 0.94 5.71 1.24 1.28 7.56 92% -26% -24% SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY 0.09 1.59 1.96 2.81 2.06 4.49 1.17 0.49 0.42 0.91 0.84 0.11 0.45 0.30 2.49 0.90 0.47 1.40 1.53 0.47 1.89 0.55 2.26 1.93 2.05 0.73 0.66 1.36 0.22 0.50 1.47 0.97 0.16 2.53 3.41 4.70 3.20 3.24 2.27 1.10 1.06 0.90 0.56 0.19 0.36 0.69 1.76 1.64 0.82 0.48 1.30 0.94 1.40 0.56 2.49 1.62 1.79 1.20 0.97 1.39 0.14 0.57 1.41 0.95 -44% -37% -42% -40% -36% 39% -48% -55% -60% 1% 51% -42% 24% -56% 41% -45% -43% 188% 17% -49% 34% -1% -9% 19% 14% -39% -32% -2% 59% -12% 4% 2% PRIMARY STREET FROM TO 60TH OAK THOMAS 64TH 64TH 64TH 64TH MCDOWELL OAK THOMAS OSBORN 64TH 64TH *Estimated Volume 2024 Traffic Volume and Collision Data Page 68 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND CAREFREE 24 COL RATE 0.12 0.44 0.31 0.57 0.45 0.54 0.00 22 COL RATE 0.27 0.35 0.31 0.80 0.00 0.27 0.00 % CHANGE -55% 25% 1% -29% IND 102% IND SCOTTSDALE OSBORN INDIAN SCHOOL OSBORN INDIAN SCHOOL SCOTTSDALE 3.81 3.65 2.43 0.99 2.37 0.89 283% 54% 172% MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 0.00 1.21 0.83 1.07 2.41 2.77 2.67 0.88 2.25 0.77 0.38 2.26 2.62 1.67 3.21 1.32 -100% 57% 121% -53% -8% 66% -17% -33% HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT 0.65 0.68 1.11 1.30 3.78 1.77 1.27 0.32 0.40 0.18 1.52 0.42 0.55 0.49 0.21 0.76 0.11 0.30 0.87 1.43 7.14 1.40 1.31 0.84 2.37 2.31 1.81 0.76 0.67 0.51 0.72 0.65 0.45 0.89 1.24 0.43 0.57 0.81 0.00 1.61 2.57 7.19 -54% -48% 32% -45% 64% -2% 68% -53% -21% -74% 133% -7% -39% -60% -51% 32% -86% IND -46% -44% -1% GREENWAY-HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY 0.88 0.70 1.90 0.72 0.14 0.16 1.27 0.78 0.60 0.43 0.13 0.16 -30% -10% 214% 69% 9% -3% MILLER MILLER DEER VALLEY WILLIAMS WILLIAMS PINNACLE PEAK 0.18 0.64 0.44 0.51 -59% 25% GRANITE REEF ROOSEVELT MCDOWELL 1.61 1.14 41% PRIMARY STREET FROM TO SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND DRINKWATER DRINKWATER DRINKWATER *Estimated Volume 2024 Traffic Volume and Collision Data Page 69 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles 24 COL RATE 1.57 0.00 6.72 22 COL RATE 2.65 2.07 0.00 % CHANGE -41% -100% IND CAMELBACK CHAPARRAL MCDONALD 0.64 2.83 0.70 1.96 3.91 1.20 -67% -28% -42% 90TH RAINTREE RAINTREE HAYDEN 1.51 2.78 1.24 2.92 21% -5% PERIMETER BELL PRINCESS 1.68 1.65 2% PIMA PIMA PIMA PIMA PIMA PIMA MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA 0.51 0.37 1.39 0.53 0.27 0.35 0.29 0.00 0.37 0.00 0.29 0.31 78% IND 275% IND -7% 12% PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA 101 FREEWAY LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND STAGECOACH PASS 1.55 0.47 0.48 0.27 0.72 0.34 0.23 0.33 0.09 0.12 0.52 1.19 0.26 0.33 0.49 0.48 0.20 0.25 0.37 0.30 0.15 0.45 31% 83% 45% -44% 51% 74% -8% -10% -71% -19% 15% 90TH 90TH VIA LINDA MOUNTAIN VIEW MOUNTAIN VIEW SHEA 0.88 2.54 1.34 1.88 -35% 35% 92ND 92ND MOUNTAIN VIEW SHEA SHEA CHOLLA 1.44 2.57 2.49 0.85 -42% 202% 92ND 92ND THUNDERBIRD RAINTREE RAINTREE FRANK LLOYD WRIGHT 3.57 1.03 2.61 0.00 37% IND 94TH 94TH 94TH 94TH/THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CHOLLA CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON WINDGATE PASS 0.18 0.00 0.39 0.61 1.88 0.13 0.30 0.41 0.22 0.63 0.00 0.22 0.00 0.39 0.86 0.00 0.79 0.30 0.63 0.80 IND -100% IND 57% 118% IND -62% 37% -65% -21% 94TH BELL LEGACY 0.00 1.48 -100% PRIMARY STREET FROM TO GRANITE REEF GRANITE REEF GRANITE REEF MCDOWELL OAK THOMAS OAK THOMAS OSBORN GRANITE REEF GRANITE REEF GRANITE REEF INDIAN SCHOOL CAMELBACK CHAPARRAL NORTHSIGHT/THUNDERBIRD NORTHSIGHT *Estimated Volume 2024 Traffic Volume and Collision Data Page 70 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles 24 COL RATE 0.00 1.90 0.66 0.00 1.44 0.00 22 COL RATE 0.00 0.00 0.00 0.46 0.00 2.94 % CHANGE IND IND IND -100% IND -100% SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK FRANK LLOYD WRIGHT 0.00 3.06 0.20 1.64 0.00 1.19 0.37 1.36 IND 156% -45% 21% SHEA CACTUS CACTUS SWEETWATER 1.87 0.00 1.37 0.00 36% IND ALMA SCHOOL HAPPY VALLEY JOMAX 0.00 0.00 IND 114TH/117TH MOUNTAIN VIEW SHEA 0.00 0.66 -100% FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SHEA VIA LINDA CACTUS 100TH VIA LINDA CACTUS 100TH THUNDERBIRD 2.67 0.45 0.61 0.18 3.66 0.76 0.66 0.73 -27% -41% -8% -76% 124TH 124TH MOUNTAIN VIEW SHEA SHEA VIA LINDA 2.61 3.16 0.00 1.55 IND 104% 130TH/132ND SHEA VIA LINDA 0.00 0.00 IND 136TH SHEA VIA LINDA 0.62 0.46 36% MCKELLIPS MCKELLIPS SCOTTSDALE MILLER MILLER HAYDEN 1.61 0.66 2.05 1.17 -21% -43% CONTINENTAL ROOSEVELT ROOSEVELT ROOSEVELT 68TH SCOTTSDALE MILLER HAYDEN SCOTTSDALE MILLER HAYDEN GRANITE REEF 0.00 3.04 2.69 0.72 0.00 5.67 4.07 0.61 IND -46% -34% 18% MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 0.39 0.68 0.86 3.39 1.11 2.47 1.36 1.07 1.17 2.45 1.57 3.12 -72% -36% -27% 38% -29% -21% OAK OAK 56TH 60TH 60TH 64TH 1.17 0.00 2.56 0.00 -54% IND OAK OAK 68TH SCOTTSDALE SCOTTSDALE MILLER 2.11 4.83 3.57 5.71 -41% -15% OAK HAYDEN GRANITE REEF 1.22 0.00 IND PRIMARY STREET FROM TO 96TH 96TH 96TH 96TH 96TH 96TH VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD 100TH 100TH 100TH 100TH CACTUS SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK 104TH 104TH *Estimated Volume 2024 Traffic Volume and Collision Data Page 71 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 24 COL RATE 0.81 0.40 1.72 1.82 2.46 1.78 1.18 1.58 22 COL RATE 1.25 0.84 1.00 2.84 2.52 2.07 1.73 2.44 % CHANGE -35% -53% 72% -36% -2% -14% -32% -35% 64TH 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 2.91 1.66 2.85 1.85 1.21 1.14 1.08 0.39 3.19 3.60 1.88 1.83 170% 330% -11% -49% -36% -38% INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL 60TH 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF PIMA 0.37 0.35 2.07 0.75 0.91 1.14 1.71 1.63 1.29 0.77 1.35 3.47 1.80 1.02 1.87 2.04 2.38 1.39 -52% -74% -40% -58% -11% -39% -16% -32% -7% CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK 64TH 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN GRANITE REEF 0.88 2.48 1.55 4.36 0.94 2.40 1.44 2.94 2.80 5.81 1.70 4.56 -39% -15% -45% -25% -45% -48% CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL 68TH SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF PIMA 1.10 0.79 1.87 1.69 0.74 0.62 1.01 3.89 2.30 1.63 1.34 0.45 8% -80% -19% 4% -45% 38% MCDONALD MCDONALD MCDONALD SCOTTSDALE HAYDEN GRANITE REEF HAYDEN GRANITE REEF PIMA 0.43 1.24 0.52 0.36 0.00 1.23 19% IND -57% INDIAN BEND INDIAN BEND SCOTTSDALE HAYDEN HAYDEN PIMA 0.30 0.58 0.83 0.97 -64% -40% MCCORMICK SCOTTSDALE HAYDEN 0.80 1.17 -32% DOUBLETREE SCOTTSDALE VIA LINDA 0.58 1.92 -70% VIA DE VENTURA VIA DE VENTURA VIA LINDA HAYDEN HAYDEN PIMA 1.03 1.34 0.54 1.12 91% 20% PRIMARY STREET FROM TO THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS 56TH 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF OSBORN OSBORN OSBORN OSBORN OSBORN OSBORN *Estimated Volume 2024 Traffic Volume and Collision Data Page 72 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles 24 COL RATE 0.39 1.38 1.38 0.46 0.93 1.90 1.45 1.12 0.00 22 COL RATE 0.00 1.41 1.15 0.53 0.53 0.84 2.49 0.29 0.00 % CHANGE IND -2% 21% -12% 75% 125% -42% 278% IND HAYDEN 90TH 92ND 96TH VIA LINDA 117TH 124TH 0.92 0.46 1.29 0.47 0.66 1.08 0.00 1.03 0.56 2.08 2.85 0.22 1.28 2.00 -11% -18% -38% -84% 206% -16% -100% 64TH 70TH SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH 70TH SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH 142ND 1.26 1.07 1.31 1.33 2.90 1.13 1.75 0.40 0.12 0.75 0.39 0.27 0.11 1.21 1.78 0.71 0.67 2.80 2.85 1.42 0.55 0.74 0.78 0.27 0.37 0.29 4% -40% 85% 97% 3% -60% 23% -28% -84% -4% 40% -28% -62% CHOLLA 64TH SCOTTSDALE 2.38 1.71 39% CHOLLA 92ND 96TH 0.00 0.00 IND CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS 64TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 0.55 0.60 0.42 0.60 0.93 1.16 0.30 0.00 0.00 0.55 0.63 0.42 0.62 1.05 0.40 0.00 1.49 0.00 -1% -5% 0% -4% -11% 187% IND -100% IND SWEETWATER SCOTTSDALE HAYDEN 1.96 0.98 100% SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER 89TH 94TH 96TH 100TH 104TH 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 IND IND IND IND IND PRIMARY STREET FROM TO VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA DE VENTURA HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND 136TH MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW SCOTTSDALE HAYDEN 90TH 92ND 96TH VIA LINDA 117TH SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA *Estimated Volume 2024 Traffic Volume and Collision Data Page 73 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles 24 COL RATE 0.40 1.76 22 COL RATE 0.32 1.03 % CHANGE 28% 71% 92ND 94TH 96TH FRANK LLOYD WRIGHT 0.67 0.00 0.00 0.00 0.00 1.22 1.37 0.00 IND -100% -100% IND HAYDEN NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK FRANK LLOYD WRIGHT 2.75 0.82 0.81 0.28 0.83 0.60 1.78 0.60 0.83 0.28 1.53 2.21 54% 37% -2% 0% -46% -73% GREENWAY-HAYDEN SCOTTSDALE FRANK LLOYD WRIGHT 1.05 1.26 -17% FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SCOTTSDALE GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE THUNDERBIRD 0.61 2.03 2.31 2.19 0.73 0.92 2.91 0.31 1.16 1.98 1.27 2.28 0.31 0.29 1.91 0.40 -47% 3% 82% -4% 138% 221% 52% -22% BELL BELL BELL BELL BELL HAYDEN PERIMETER 101 FREEWAY 94TH 98TH PERIMETER 101 FREEWAY 94TH 98TH THOMPSON PEAK 1.02 0.00 0.82 0.36 1.71 1.23 0.00 1.04 1.12 0.47 -17% IND -21% -67% 266% PRINCESS PRINCESS HAYDEN PERIMETER PERIMETER 101 FREEWAY 2.51 0.75 4.28 0.00 -41% IND LEGACY LEGACY PIMA 94TH 94TH THOMPSON PEAK 0.25 0.22 0.22 0.24 12% -5% THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK SCOTTSDALE HAYDEN PIMA HAYDEN PIMA WINDGATE PASS 0.75 0.68 0.40 0.77 0.53 0.24 -2% 28% 66% GRAYHAWK SCOTTSDALE HAYDEN 0.56 0.49 13% DEER VALLEY SCOTTSDALE MILLER 0.91 0.00 IND WILLIAMS SCOTTSDALE MILLER 0.00 1.71 -100% PINNACLE PEAK PINNACLE PEAK SCOTTSDALE MILLER MILLER PIMA 4.54 0.64 1.96 0.57 132% 11% HAPPY VALLEY HAPPY VALLEY SCOTTSDALE PIMA PIMA ALMA SCHOOL 0.68 0.35 0.33 0.43 110% -20% PRIMARY STREET FROM TO THUNDERBIRD/REDFIELD REDFIELD SCOTTSDALE 76TH 76TH HAYDEN THUNDERBIRD THUNDERBIRD THUNDERBIRD THUNDERBIRD 90TH 92ND 94TH 96TH RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE *Estimated Volume 2024 Traffic Volume and Collision Data Page 74 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Location 2024 Average Segment Collision Rate = 1.11 collisions per million vehicle miles 24 COL RATE 0.80 22 COL RATE 0.38 % CHANGE 112% 64TH SCOTTSDALE PIMA ALMA SCHOOL 136TH 0.67 0.41 0.41 0.58 0.52 0.13 0.58 0.31 0.15 0.90 429% -30% 30% 278% -42% SCOTTSDALE PIMA 0.00 0.72 -100% LONE MOUNTAIN SCOTTSDALE PIMA 0.00 0.60 -100% WESTLAND WESTLAND SCOTTSDALE PIMA PIMA STAGECOACH 0.37 0.27 0.57 0.00 -35% IND CAREFREE CAREFREE 56TH 60TH 60TH SCOTTSDALE 0.63 0.43 0.49 0.47 29% -8% STAGECOACH PIMA LEGEND 0.00 0.00 IND CAVE CREEK DESERT MOUNTAIN BARTLETT DAM RD 2.78 0.00 IND PRIMARY STREET FROM TO JOMAX SCOTTSDALE PIMA DYNAMITE DYNAMITE DYNAMITE DYNAMITE DYNAMITE 56TH 64TH SCOTTSDALE PIMA ALMA SCHOOL DIXILETA *Estimated Volume 2024 Traffic Volume and Collision Data Page 75 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 76 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024-2022 Segment Collision Rate Comparison 2024-2022 Rate Comparison, Sorted by Descending Percent Change 2024 Traffic Volume and Collision Data Page 77 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Percent Change 2024 Average Segment Collision Rate = 1.11 2022 Average Segment Collision Rate = 1.17 24 COL RATE 22 COL RATE % CHANGE RANK PRIMARY STREET FROM TO 64TH DYNAMITE OSBORN DRINKWATER VIA LINDA DYNAMITE PIMA BELL 64TH FRANK LLOYD WRIGHT MCDOWELL 56TH 68TH SCOTTSDALE 124TH PIMA INDIAN SCHOOL 98TH OSBORN 92ND/100TH OAK 64TH SCOTTSDALE OSBORN 132ND ALMA SCHOOL CHAPARRAL THOMPSON PEAK INDIAN SCHOOL THOMPSON PEAK 0.95 0.67 1.66 3.81 1.12 0.58 1.39 1.71 3.05 0.92 0.13 0.13 0.39 0.99 0.29 0.15 0.37 0.47 0.85 0.29 644% 429% 330% 283% 278% 278% 275% 266% 258% 221% 1 2 3 4 5 6 7 8 9 10 HAYDEN MOUNTAIN VIEW 92ND SCOTTSDALE CACTUS DRINKWATER OSBORN 100TH FRANK LLOYD WRIGHT HAYDEN PRINCESS 96TH SHEA CACTUS 94TH INDIAN SCHOOL 64TH SWEETWATER 90TH INDIAN BEND 101 FREEWAY VIA LINDA CHOLLA SWEETWATER 96TH SCOTTSDALE 68TH FRANK LLOYD WRIGHT 92ND/100TH MCCORMICK 1.90 0.66 2.57 1.40 1.16 2.43 2.91 3.06 0.73 1.52 0.60 0.22 0.85 0.48 0.40 0.89 1.08 1.19 0.31 0.65 214% 206% 202% 188% 187% 172% 170% 156% 138% 133% 11 12 13 14 15 16 17 18 19 20 PINNACLE PEAK 68TH VIA LINDA MILLER THOMPSON PEAK JOMAX HAPPY VALLEY 124TH SCOTTSDALE SWEETWATER SCOTTSDALE OSBORN SHEA MCDOWELL FRANK LLOYD WRIGHT SCOTTSDALE SCOTTSDALE SHEA ASHLER HILLS SCOTTSDALE MILLER INDIAN SCHOOL FRANK LLOYD WRIGHT OAK 100TH PIMA PIMA VIA LINDA WESTLAND HAYDEN 4.54 4.38 1.90 0.83 1.88 0.80 0.68 3.16 0.54 1.96 1.96 1.90 0.84 0.38 0.86 0.38 0.33 1.55 0.27 0.98 132% 130% 125% 121% 118% 112% 110% 104% 102% 100% 21 22 23 24 25 26 27 28 29 30 SHEA GOLDWATER VIA DE VENTURA SHEA PIMA FRANK LLOYD WRIGHT PIMA VIA LINDA PIMA THOMAS HAYDEN CAMELBACK VIA LINDA SCOTTSDALE LEGACY HAYDEN MCDOWELL MOUNTAIN VIEW HAPPY VALLEY 64TH 101 FREEWAY CHAPARRAL HAYDEN HAYDEN HUALAPAI 101 FREEWAY THOMAS SHEA JOMAX 68TH 1.33 2.38 1.03 1.31 0.47 2.31 0.51 0.93 0.34 1.72 0.67 1.24 0.54 0.71 0.26 1.27 0.29 0.53 0.20 1.00 97% 92% 91% 85% 83% 82% 78% 75% 74% 72% 31 32 33 34 35 36 37 38 39 40 REDFIELD HAYDEN HAYDEN THOMPSON PEAK MILLER HAYDEN SCOTTSDALE MILLER 94TH/THOMPSON PEAK RAINTREE 76TH 101 FREEWAY INDIAN SCHOOL PIMA OSBORN THOMAS GRAYHAWK ROOSEVELT THUNDERBIRD HAYDEN HAYDEN THOMPSON PEAK CAMELBACK WINDGATE PASS INDIAN SCHOOL OSBORN DEER VALLEY MCDOWELL FRANK LLOYD WRIGHT NORTHSIGHT 1.76 0.72 1.27 0.40 2.77 3.78 0.22 1.21 0.61 2.75 1.03 0.43 0.76 0.24 1.67 2.31 0.14 0.77 0.39 1.78 71% 69% 68% 66% 66% 64% 59% 57% 57% 54% 41 42 43 44 45 46 47 48 49 50 *Estimated Volume 2024 Traffic Volume and Collision Data Page 78 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Percent Change 2024 Average Segment Collision Rate = 1.11 2022 Average Segment Collision Rate = 1.17 24 COL RATE 22 COL RATE % CHANGE RANK PRIMARY STREET FROM TO DRINKWATER FRANK LLOYD WRIGHT SCOTTSDALE PIMA PIMA SCOTTSDALE GRANITE REEF SHEA CHOLLA SCOTTSDALE OSBORN THOMPSON PEAK LINCOLN PINNACLE PEAK HUALAPAI MOUNTAIN VIEW ROOSEVELT 124TH 64TH OSBORN INDIAN SCHOOL RAINTREE INDIAN BEND HAPPY VALLEY THOMPSON PEAK SHEA MCDOWELL 130TH SCOTTSDALE INDIAN SCHOOL 3.65 2.91 0.84 0.72 0.48 2.49 1.61 0.39 2.38 4.49 2.37 1.91 0.56 0.48 0.33 1.76 1.14 0.27 1.71 3.24 54% 52% 51% 51% 45% 41% 41% 40% 39% 39% 51 52 53 54 55 56 57 58 59 60 MCDOWELL CHAPARRAL THOMPSON PEAK 92ND RAINTREE 104TH 136TH 90TH SCOTTSDALE HAYDEN MILLER GRANITE REEF BELL THUNDERBIRD NORTHSIGHT SHEA SHEA MOUNTAIN VIEW BUTHERUS SHEA HAYDEN PIMA LEGACY RAINTREE 101 FREEWAY CACTUS VIA LINDA SHEA GREENWAY-HAYDEN CACTUS 3.39 0.62 0.41 3.57 0.82 1.87 0.62 2.54 1.89 0.76 2.45 0.45 0.30 2.61 0.60 1.37 0.46 1.88 1.40 0.57 38% 38% 37% 37% 37% 36% 36% 35% 34% 32% 61 62 63 64 65 66 67 68 69 70 HAYDEN PIMA DYNAMITE CAREFREE THUNDERBIRD/REDFIELD THOMPSON PEAK MILLER SCOTTSDALE SCOTTSDALE SHEA MCDOWELL 101 FREEWAY SCOTTSDALE 56TH SCOTTSDALE HAYDEN WILLIAMS JOMAX MCCORMICK 92ND OAK LEGACY PIMA 60TH 76TH PIMA PINNACLE PEAK DYNAMITE DOUBLETREE 96TH 1.11 1.55 0.41 0.63 0.40 0.68 0.64 0.44 0.45 1.75 0.84 1.19 0.31 0.49 0.32 0.53 0.51 0.35 0.36 1.42 32% 31% 30% 29% 28% 28% 25% 25% 24% 23% 71 72 73 74 75 76 77 78 79 80 NORTHSIGHT/THUNDERBIRD VIA LINDA 100TH VIA DE VENTURA SCOTTSDALE MCDONALD ROOSEVELT SCOTTSDALE PIMA SCOTTSDALE 90TH 90TH THOMPSON PEAK HAYDEN FRANK LLOYD WRIGHT SCOTTSDALE HAYDEN SWEETWATER WESTLAND/LEGEND PRINCESS RAINTREE 96TH FRANK LLOYD WRIGHT PIMA PRINCESS HAYDEN GRANITE REEF THUNDERBIRD STAGECOACH PASS MAYO 1.51 1.38 1.64 1.34 1.93 0.43 0.72 1.53 0.52 2.05 1.24 1.15 1.36 1.12 1.62 0.36 0.61 1.30 0.45 1.79 21% 21% 21% 20% 19% 19% 18% 17% 15% 14% 81 82 83 84 85 86 87 88 89 90 GRAYHAWK PIMA LEGACY PINNACLE PEAK HAYDEN CHAPARRAL SHEA CHAPARRAL SCOTTSDALE SHEA SCOTTSDALE INDIAN BEND PIMA MILLER THOMPSON PEAK 68TH 64TH 78TH WILLIAMS 101 FREEWAY HAYDEN VIA DE VENTURA 94TH PIMA GRAYHAWK SCOTTSDALE 70TH HAYDEN PINNACLE PEAK 90TH 0.56 0.35 0.25 0.64 0.14 1.10 1.26 1.69 1.47 2.90 0.49 0.31 0.22 0.57 0.13 1.01 1.21 1.63 1.41 2.80 13% 12% 12% 11% 9% 8% 4% 4% 4% 3% 91 92 93 94 95 96 97 98 99 100 *Estimated Volume 2024 Traffic Volume and Collision Data Page 79 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Percent Change 2024 Average Segment Collision Rate = 1.11 2022 Average Segment Collision Rate = 1.17 24 COL RATE 22 COL RATE % CHANGE RANK PRIMARY STREET FROM TO FRANK LLOYD WRIGHT PERIMETER SCOTTSDALE SCOTTSDALE SCOTTSDALE CACTUS RAINTREE HAYDEN CACTUS SCOTTSDALE GREENWAY-HAYDEN BELL PINNACLE PEAK MCDONALD DYNAMITE HAYDEN 90TH/REDFIELD NORTHSIGHT 64TH GREENWAY-HAYDEN HAYDEN PRINCESS HAPPY VALLEY LINCOLN DIXILETA 84TH 92ND FRANK LLOYD WRIGHT SCOTTSDALE PARADISE 2.03 1.68 0.97 0.91 0.31 0.42 0.28 7.14 0.55 0.55 1.98 1.65 0.95 0.90 0.31 0.42 0.28 7.19 0.55 0.56 3% 2% 2% 1% 1% 0% 0% -1% -1% -1% 101 102 103 104 105 106 107 108 109 110 HAYDEN VIA LINDA THOMPSON PEAK THOMAS RAINTREE SCOTTSDALE HAYDEN FRANK LLOYD WRIGHT SHEA CACTUS OSBORN HAYDEN SCOTTSDALE SCOTTSDALE 101 FREEWAY THOMPSON PEAK GRAYHAWK 101 FREEWAY FRANK LLOYD WRIGHT 84TH INDIAN SCHOOL 90TH HAYDEN MILLER 90TH/REDFIELD GRAYHAWK DEER VALLEY 90TH 124TH 101 FREEWAY 1.77 1.38 0.75 2.46 0.81 1.36 0.16 2.19 0.75 0.60 1.81 1.41 0.77 2.52 0.83 1.39 0.16 2.28 0.78 0.62 -2% -2% -2% -2% -2% -2% -3% -4% -4% -4% 111 112 113 114 115 116 117 118 119 120 CACTUS LEGACY NORTHSIGHT 68TH PIMA HAYDEN INDIAN SCHOOL FRANK LLOYD WRIGHT PIMA MILLER SCOTTSDALE 94TH RAINTREE THOMAS MCDONALD MCCORMICK GRANITE REEF CACTUS JOMAX THOMAS HAYDEN THOMPSON PEAK HAYDEN OSBORN INDIAN BEND VIA DE VENTURA PIMA 100TH DYNAMITE OSBORN 0.60 0.22 2.78 2.51 0.27 0.42 1.29 0.61 0.23 2.41 0.63 0.24 2.92 2.67 0.29 0.45 1.39 0.66 0.25 2.62 -5% -5% -5% -6% -7% -7% -7% -8% -8% -8% 121 122 123 124 125 126 127 128 129 130 CAREFREE SCOTTSDALE PIMA HAYDEN OSBORN MOUNTAIN VIEW INDIAN SCHOOL CACTUS 68TH VIA LINDA 60TH PARADISE DYNAMITE BELL SCOTTSDALE SCOTTSDALE SCOTTSDALE 101 FREEWAY OAK 96TH SCOTTSDALE FRANK LLOYD WRIGHT DIXILETA PRINCESS DRINKWATER HAYDEN DRINKWATER 94TH THOMAS MOUNTAIN VIEW 0.43 2.26 0.33 0.70 2.85 0.92 0.91 0.93 0.83 0.46 0.47 2.49 0.37 0.78 3.19 1.03 1.02 1.05 0.94 0.53 -8% -9% -10% -10% -11% -11% -11% -11% -11% -12% 131 132 133 134 135 136 137 138 139 140 SCOTTSDALE THOMAS OAK CAMELBACK MOUNTAIN VIEW INDIAN SCHOOL GREENWAY-HAYDEN MILLER BELL MOUNTAIN VIEW DEER VALLEY MILLER SCOTTSDALE 68TH VIA LINDA MILLER SCOTTSDALE INDIAN SCHOOL HAYDEN HAYDEN WILLIAMS HAYDEN MILLER GOLDWATER 117TH HAYDEN FRANK LLOYD WRIGHT CAMELBACK PERIMETER 90TH 0.50 1.78 4.83 2.48 1.08 1.71 1.05 2.67 1.02 0.46 0.57 2.07 5.71 2.94 1.28 2.04 1.26 3.21 1.23 0.56 -12% -14% -15% -15% -16% -16% -17% -17% -17% -18% 141 142 143 144 145 146 147 148 149 150 *Estimated Volume 2024 Traffic Volume and Collision Data Page 80 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Percent Change 2024 Average Segment Collision Rate = 1.11 2022 Average Segment Collision Rate = 1.17 24 COL RATE 22 COL RATE % CHANGE RANK PRIMARY STREET FROM TO CHAPARRAL PIMA HAPPY VALLEY MCDOWELL THOMPSON PEAK HAYDEN MCKELLIPS BELL FRANK LLOYD WRIGHT GOLDWATER MILLER LONE MOUNTAIN PIMA GRANITE REEF HORSESHOE CANYON CHAPARRAL SCOTTSDALE 101 FREEWAY RAINTREE SCOTTSDALE 78TH WESTLAND/LEGEND ALMA SCHOOL PIMA WINDGATE PASS MCDONALD MILLER 94TH THUNDERBIRD INDIAN SCHOOL 1.87 0.12 0.35 2.47 0.63 0.40 1.61 0.82 0.31 5.71 2.30 0.15 0.43 3.12 0.80 0.51 2.05 1.04 0.40 7.56 -19% -19% -20% -21% -21% -21% -21% -21% -22% -24% 151 152 153 154 155 156 157 158 159 160 CAMELBACK GOLDWATER MCDOWELL FRANK LLOYD WRIGHT GRANITE REEF SHEA SHEA SCOTTSDALE MCDOWELL 68TH SCOTTSDALE INDIAN SCHOOL SCOTTSDALE SHEA CAMELBACK 96TH 130TH DIXILETA HAYDEN CAMELBACK MILLER CAMELBACK MILLER VIA LINDA CHAPARRAL VIA LINDA 136TH LONE MOUNTAIN GRANITE REEF CHAPARRAL 4.36 0.94 0.86 2.67 2.83 0.40 0.27 0.57 1.11 0.70 5.81 1.28 1.17 3.66 3.91 0.55 0.37 0.80 1.57 1.00 -25% -26% -27% -27% -28% -28% -28% -29% -29% -30% 161 162 163 164 165 166 167 168 169 170 DYNAMITE GREENWAY-HAYDEN INDIAN SCHOOL SCOTTSDALE THOMAS MCCORMICK MILLER ROOSEVELT WESTLAND 90TH 64TH FRANK LLOYD WRIGHT HAYDEN 101 FREEWAY HAYDEN SCOTTSDALE CAMELBACK MILLER SCOTTSDALE VIA LINDA SCOTTSDALE BELL GRANITE REEF THOMPSON PEAK GRANITE REEF HAYDEN CHAPARRAL HAYDEN PIMA MOUNTAIN VIEW 0.41 0.88 1.63 0.66 1.18 0.80 0.88 2.69 0.37 0.88 0.58 1.27 2.38 0.97 1.73 1.17 1.32 4.07 0.57 1.34 -30% -30% -32% -32% -32% -32% -33% -34% -35% -35% 171 172 173 174 175 176 177 178 179 180 THOMAS THOMAS SCOTTSDALE OSBORN THOMAS MCDOWELL SCOTTSDALE OSBORN MOUNTAIN VIEW HAYDEN GRANITE REEF 56TH THOMAS MILLER 68TH 68TH ROOSEVELT HAYDEN 90TH VIA DE VENTURA PIMA 60TH OSBORN HAYDEN SCOTTSDALE SCOTTSDALE MCDOWELL GRANITE REEF 92ND VIA LINDA 1.58 0.81 2.06 1.21 1.82 0.68 1.59 1.14 1.29 0.55 2.44 1.25 3.20 1.88 2.84 1.07 2.53 1.83 2.08 0.89 -35% -35% -36% -36% -36% -36% -37% -38% -38% -39% 181 182 183 184 185 186 187 188 189 190 INDIAN SCHOOL SCOTTSDALE CAMELBACK INDIAN BEND SCOTTSDALE SHEA INDIAN SCHOOL FRANK LLOYD WRIGHT GRANITE REEF OAK DRINKWATER MAYO 64TH HAYDEN OAK 70TH 68TH VIA LINDA MCDOWELL 68TH MILLER 101 FREEWAY 68TH PIMA THOMAS SCOTTSDALE GOLDWATER CACTUS OAK SCOTTSDALE 1.14 0.73 0.88 0.58 2.81 1.07 2.07 0.45 1.57 2.11 1.87 1.20 1.44 0.97 4.70 1.78 3.47 0.76 2.65 3.57 -39% -39% -39% -40% -40% -40% -40% -41% -41% -41% 191 192 193 194 195 196 197 198 199 200 *Estimated Volume 2024 Traffic Volume and Collision Data Page 81 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Percent Change 2024 Average Segment Collision Rate = 1.11 2022 Average Segment Collision Rate = 1.17 24 COL RATE 22 COL RATE % CHANGE RANK PRIMARY STREET FROM TO 68TH PRINCESS VIA LINDA SCOTTSDALE GRANITE REEF 92ND DYNAMITE SCOTTSDALE SCOTTSDALE MCKELLIPS MCDOWELL HAYDEN FRANK LLOYD WRIGHT INDIAN BEND CHAPARRAL MOUNTAIN VIEW ALMA SCHOOL MCDOWELL CHOLLA MILLER OAK PERIMETER 124TH MCCORMICK MCDONALD SHEA 136TH OAK CACTUS HAYDEN 1.15 2.51 1.45 0.11 0.70 1.44 0.52 1.96 0.47 0.66 1.96 4.28 2.49 0.19 1.20 2.49 0.90 3.41 0.82 1.17 -41% -41% -42% -42% -42% -42% -42% -42% -43% -43% 201 202 203 204 205 206 207 208 209 210 HAYDEN SCOTTSDALE PIMA CHAPARRAL CAMELBACK CAMELBACK SCOTTSDALE 100TH HAYDEN HAYDEN RAINTREE MCKELLIPS THOMPSON PEAK HAYDEN MILLER GOLDWATER SHEA FRANK LLOYD WRIGHT OAK REDFIELD NORTHSIGHT ROOSEVELT PINNACLE PEAK GRANITE REEF HAYDEN SCOTTSDALE CHOLLA THOMPSON PEAK THOMAS RAINTREE 1.43 0.09 0.27 0.74 0.94 1.55 0.90 0.20 1.30 0.87 2.57 0.16 0.49 1.34 1.70 2.80 1.64 0.37 2.37 1.61 -44% -44% -44% -45% -45% -45% -45% -45% -45% -46% 211 212 213 214 215 216 217 218 219 220 RAINTREE ROOSEVELT FRANK LLOYD WRIGHT CAMELBACK HAYDEN SCOTTSDALE OSBORN SCOTTSDALE HAYDEN INDIAN SCHOOL 92ND SCOTTSDALE SCOTTSDALE HAYDEN ROOSEVELT INDIAN SCHOOL DRINKWATER THUNDERBIRD MOUNTAIN VIEW 60TH THOMPSON PEAK MILLER GREENWAY-HAYDEN GRANITE REEF MCDOWELL CAMELBACK MILLER BUTHERUS SHEA 64TH 0.83 3.04 0.61 2.40 0.68 1.17 1.85 0.47 0.21 0.37 1.53 5.67 1.16 4.56 1.31 2.27 3.60 0.94 0.43 0.77 -46% -46% -47% -48% -48% -48% -49% -49% -51% -52% 221 222 223 224 225 226 227 228 229 230 MILLER HAYDEN THOMAS HAYDEN 64TH OAK SCOTTSDALE SCOTTSDALE SCOTTSDALE MCDONALD OAK CAMELBACK 60TH MCKELLIPS THOMAS 56TH HAPPY VALLEY CAMELBACK DOUBLETREE GRANITE REEF THOMAS CHAPARRAL 64TH ROOSEVELT OSBORN 60TH JOMAX CHAPARRAL MOUNTAIN VIEW PIMA 1.07 0.32 0.40 0.65 0.45 1.17 0.12 0.49 0.30 0.52 2.26 0.67 0.84 1.40 0.97 2.56 0.27 1.10 0.69 1.23 -53% -53% -53% -54% -54% -54% -55% -55% -56% -57% 231 232 233 234 235 236 237 238 239 240 INDIAN SCHOOL MILLER SHEA HAYDEN SCOTTSDALE THOMPSON PEAK SHEA INDIAN BEND THOMPSON PEAK GRANITE REEF GOLDWATER DEER VALLEY 90TH VIA LINDA CHAPARRAL MCDOWELL MTN RANCH 136TH SCOTTSDALE LEGACY INDIAN SCHOOL SCOTTSDALE WILLIAMS 92ND MOUNTAIN VIEW MCDONALD BELL 142ND HAYDEN HORSESHOE CANYON CAMELBACK 0.75 0.18 1.13 0.49 0.42 0.30 0.11 0.30 0.22 0.64 1.80 0.44 2.85 1.24 1.06 0.79 0.29 0.83 0.63 1.96 -58% -59% -60% -60% -60% -62% -62% -64% -65% -67% 241 242 243 244 245 246 247 248 249 250 *Estimated Volume 2024 Traffic Volume and Collision Data Page 82 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Percent Change 2024 Average Segment Collision Rate = 1.11 2022 Average Segment Collision Rate = 1.17 24 COL RATE 22 COL RATE % CHANGE RANK PRIMARY STREET FROM TO BELL DOUBLETREE PIMA MCDOWELL RAINTREE HAYDEN INDIAN SCHOOL FRANK LLOYD WRIGHT 68TH CHAPARRAL 94TH SCOTTSDALE DIXILETA 64TH THOMPSON PEAK MCDONALD 64TH 100TH INDIAN SCHOOL SCOTTSDALE 98TH VIA LINDA LONE MOUNTAIN 68TH FRANK LLOYD WRIGHT INDIAN BEND 68TH THUNDERBIRD CAMELBACK MILLER 0.36 0.58 0.09 0.39 0.60 0.18 0.35 0.18 0.69 0.79 1.12 1.92 0.30 1.36 2.21 0.72 1.35 0.73 2.90 3.89 -67% -70% -71% -72% -73% -74% -74% -76% -76% -80% 251 252 253 254 255 256 257 258 259 260 64TH MOUNTAIN VIEW SHEA HAYDEN MILLER GRANITE REEF 94TH 94TH 96TH 96TH OAK 92ND VIA LINDA CACTUS MCKELLIPS OAK CACTUS BELL CHOLLA SWEETWATER THOMAS 96TH FRANK LLOYD WRIGHT SWEETWATER ROOSEVELT THOMAS SWEETWATER LEGACY CACTUS THUNDERBIRD 0.16 0.47 0.12 0.11 0.00 0.00 0.00 0.00 0.00 0.00 0.80 2.85 0.74 0.81 2.25 2.07 0.22 1.48 0.46 2.94 -80% -84% -84% -86% -100% -100% -100% -100% -100% -100% 261 262 263 264 265 266 267 268 269 270 114TH/117TH MOUNTAIN VIEW CACTUS THUNDERBIRD THUNDERBIRD WILLIAMS DIXILETA LONE MOUNTAIN 60TH 64TH MOUNTAIN VIEW 117TH 100TH 92ND 94TH SCOTTSDALE SCOTTSDALE SCOTTSDALE OAK SHEA SHEA 124TH 104TH 94TH 96TH MILLER PIMA PIMA THOMAS CHOLLA 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.80 0.40 0.66 2.00 1.49 1.22 1.37 1.71 0.72 0.60 0.00 0.00 -100% -100% -100% -100% -100% -100% -100% -100% IND IND 271 272 273 274 275 276 277 278 279 280 64TH 68TH SCOTTSDALE SCOTTSDALE HAYDEN GRANITE REEF PIMA PIMA 92ND 94TH CHOLLA CONTINENTAL LONE MOUNTAIN WESTLAND SWEETWATER THOMAS THOMAS CHAPARRAL RAINTREE CHOLLA CACTUS MCDOWELL ASHLER HILLS CAREFREE REDFIELD OSBORN INDIAN SCHOOL MCDONALD FRANK LLOYD WRIGHT CACTUS 1.42 0.00 0.45 0.00 0.30 6.72 0.37 0.53 1.03 0.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 IND IND IND IND IND IND IND IND IND IND 281 282 283 284 285 286 287 288 289 290 94TH THOMPSON PEAK 96TH 96TH 96TH 96TH 100TH 104TH ALMA SCHOOL 124TH SWEETWATER 100TH VIA LINDA MOUNTAIN VIEW SHEA CACTUS CACTUS CACTUS HAPPY VALLEY MOUNTAIN VIEW THUNDERBIRD MCDOWELL MTN RANCH MOUNTAIN VIEW SHEA CHOLLA SWEETWATER SWEETWATER SWEETWATER JOMAX SHEA 0.39 0.13 0.00 1.90 0.66 1.44 0.00 0.00 0.00 2.61 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 IND IND IND IND IND IND IND IND IND IND 291 292 293 294 295 296 297 298 299 300 *Estimated Volume 2024 Traffic Volume and Collision Data Page 83 Scottsdale Traffic Engineering, February 2026 2024 Segment Collision Rates and Volumes, Sorted by Descending Percent Change 2024 Average Segment Collision Rate = 1.11 2022 Average Segment Collision Rate = 1.17 24 COL RATE 22 COL RATE % CHANGE RANK PRIMARY STREET FROM TO 130TH/132ND CONTINENTAL OAK OAK MCDONALD VIA LINDA VIA LINDA CHOLLA CACTUS CACTUS SHEA 68TH 60TH HAYDEN HAYDEN VIA DE VENTURA 132ND 92ND 96TH 104TH VIA LINDA SCOTTSDALE 64TH GRANITE REEF GRANITE REEF HAYDEN 136TH 96TH 100TH FRANK LLOYD WRIGHT 0.00 0.00 0.00 1.22 1.24 0.39 0.00 0.00 0.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 IND IND IND IND IND IND IND IND IND IND 301 302 303 304 305 306 307 308 309 310 SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER THUNDERBIRD THUNDERBIRD BELL PRINCESS DEER VALLEY 89TH 94TH 96TH 100TH 104TH 90TH 96TH PERIMETER PERIMETER SCOTTSDALE 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 92ND FRANK LLOYD WRIGHT 101 FREEWAY 101 FREEWAY MILLER 0.00 0.00 0.00 0.00 0.00 0.67 0.00 0.00 0.75 0.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 IND IND IND IND IND IND IND IND IND IND 311 312 313 314 315 316 317 318 319 320 WESTLAND STAGECOACH CAVE CREEK PIMA PIMA DESERT MOUNTAIN STAGECOACH LEGEND BARTLETT DAM RD 0.27 0.00 2.78 0.00 0.00 0.00 IND IND IND 321 322 323 *Estimated Volume 2024 Traffic Volume and Collision Data Page 84 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 85 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024-2004 Segment Collision Rate Comparison 2024-2004 Rate Comparison, Sorted by Location 2024 Traffic Volume and Collision Data Page 86 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Location Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 THOMAS 24 2.80 22 0.00 COL RATE 20 18 16 14 12 2.80 2.15 4.66 4.57 0.00 10 0.00 08 06 0.00 0.00 04 0.00 MCDOWELL OAK THOMAS OSBORN OAK THOMAS OSBORN INDIAN SCHOOL 0.95 0.16 0.45 3.05 0.13 0.80 0.97 0.85 0.00 1.11 0.33 0.83 0.00 0.00 0.58 0.00 0.30 1.07 1.04 0.97 0.00 0.35 1.03 2.76 1.00 0.75 1.81 0.00 0.67 1.17 0.62 1.42 64TH 64TH SHEA CHOLLA CHOLLA CACTUS 0.40 1.42 0.00 0.00 0.88 0.00 0.85 0.88 0.00 0.64 1.28 1.26 0.00 0.00 0.00 0.77 0.00 0.00 0.68 0.00 0.63 0.68 68TH 68TH 68TH 68TH 68TH 68TH 68TH CONTINENTAL MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 0.00 1.15 0.83 2.51 4.38 0.69 0.70 0.00 1.96 0.94 2.67 1.90 2.90 1.00 1.26 1.38 0.24 3.87 1.97 1.45 0.00 0.68 0.62 1.01 1.47 1.64 1.91 0.00 2.19 0.61 0.55 3.25 0.50 1.33 1.34 1.11 0.00 0.47 0.00 1.29 0.66 0.55 1.79 3.62 0.00 2.08 3.09 2.09 2.52 1.69 3.04 0.00 2.04 3.32 1.84 0.88 GOLDWATER GOLDWATER GOLDWATER CAMELBACK INDIAN SCHOOL SCOTTSDALE CHAPARRAL CAMELBACK INDIAN SCHOOL 2.38 0.94 5.71 1.24 1.28 7.56 0.98 3.30 2.52 2.32 3.78 2.63 1.37 3.07 1.23 1.01 8.92 5.43 8.29 2.28 3.69 0.49 1.57 3.31 2.59 7.18 1.65 4.24 4.09 5.33 2.44 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND CAREFREE 0.09 1.59 1.96 2.81 2.06 4.49 1.17 0.49 0.42 0.91 0.84 0.11 0.45 0.30 2.49 0.90 0.47 1.40 1.53 0.47 1.89 0.55 2.26 1.93 2.05 0.73 0.66 1.36 0.22 0.50 1.47 0.97 0.12 0.44 0.31 0.57 0.45 0.54 0.00 0.16 2.53 3.41 4.70 3.20 3.24 2.27 1.10 1.06 0.90 0.56 0.19 0.36 0.69 1.76 1.64 0.82 0.48 1.30 0.94 1.40 0.56 2.49 1.62 1.79 1.20 0.97 1.39 0.14 0.57 1.41 0.95 0.27 0.35 0.31 0.80 0.00 0.27 0.00 0.25 3.53 1.17 2.98 5.01 4.50 9.26 4.52 1.57 1.99 0.41 0.62 0.88 0.56 3.87 2.31 0.63 0.88 0.97 1.62 1.23 0.74 1.89 1.87 1.48 0.61 1.41 0.42 0.11 0.41 1.06 0.95 0.20 0.12 0.14 0.39 0.12 0.74 0.00 0.33 2.54 3.10 4.05 4.66 6.17 3.02 3.94 0.88 1.78 0.25 0.63 1.10 1.89 3.81 1.45 0.32 1.11 2.92 1.57 0.80 0.80 2.57 1.97 2.50 2.32 0.32 0.83 0.43 0.43 0.29 0.28 0.09 0.00 0.00 0.47 0.45 0.26 0.58 0.00 1.49 2.47 2.94 2.80 4.68 4.90 4.53 1.13 1.29 0.59 0.90 0.88 1.28 3.35 3.46 0.46 0.89 1.80 0.80 2.22 1.06 1.16 2.22 1.17 1.47 0.85 0.39 0.14 0.29 0.29 0.33 0.09 0.09 0.30 0.10 0.81 0.35 0.78 0.16 0.96 2.31 2.70 5.79 4.10 8.27 4.45 1.42 2.50 0.73 0.93 0.95 2.15 5.39 2.59 0.48 0.44 3.06 1.82 0.27 3.58 2.28 2.93 5.78 6.01 6.76 4.73 1.72 3.79 1.42 0.55 2.17 1.81 4.56 4.03 1.52 1.28 1.57 1.77 1.15 2.91 2.33 3.67 4.75 8.29 5.86 3.08 1.20 2.13 2.81 5.22 3.56 2.06 4.36 3.74 1.03 1.87 2.00 2.00 2.12 4.33 2.61 1.28 3.31 1.34 0.87 0.75 0.54 1.63 1.48 1.40 0.28 0.19 0.31 0.21 0.00 0.34 0.44 0.12 0.00 0.09 0.42 0.25 DRINKWATER DRINKWATER DRINKWATER SCOTTSDALE OSBORN INDIAN SCHOOL OSBORN INDIAN SCHOOL SCOTTSDALE 3.81 3.65 2.43 0.99 2.37 0.89 0.50 3.36 2.82 3.15 3.01 2.58 0.39 3.21 1.77 3.62 2.46 3.37 4.11 4.17 3.29 0.70 5.79 2.88 0.69 1.90 5.79 5.79 4.81 5.84 3.13 MILLER MILLER MILLER MILLER MCKELLIPS ROOSEVELT MCDOWELL OAK ROOSEVELT MCDOWELL OAK THOMAS 0.00 1.21 0.83 1.07 2.25 0.77 0.38 2.26 0.91 1.52 0.74 0.97 0.00 1.57 0.64 1.66 1.61 1.32 2.36 1.47 3.27 1.37 1.22 2.26 PRIMARY STREET FROM TO 60TH OAK 64TH 64TH 64TH 64TH 2024 Traffic Volume and Collision Data Page 87 0.48 1.30 0.21 1.72 0.56 2.80 1.52 2.99 2.78 1.70 1.56 0.17 2.46 2.31 2.17 5.61 4.09 6.60 4.23 1.04 2.56 0.40 0.66 0.73 0.34 2.67 3.11 0.74 1.48 1.74 1.80 0.69 1.18 2.59 1.79 3.43 1.62 1.51 0.34 0.14 0.38 2.46 0.69 0.19 0.19 0.12 0.28 0.09 0.47 1.25 3.11 1.83 1.33 2.35 0.16 0.81 0.39 1.13 0.62 2.07 0.94 1.41 2.59 0.32 2.18 0.08 1.87 2.40 2.36 3.99 7.11 6.17 4.37 1.42 1.67 0.72 0.72 0.82 1.03 3.18 2.93 0.85 0.94 2.07 1.30 1.91 1.21 2.30 1.47 2.82 1.81 1.38 0.52 0.55 0.39 1.11 0.60 0.29 0.10 0.43 0.40 0.36 0.48 0.83 0.41 0.70 0.31 2.35 0.00 0.75 0.00 0.00 1.39 2.38 0.58 1.40 5.20 0.87 0.66 0.16 3.42 2.30 2.14 4.21 5.53 3.11 5.82 0.74 1.08 0.85 0.68 1.05 0.65 4.17 3.36 0.56 1.71 0.92 1.34 1.92 0.48 2.59 1.54 3.40 1.65 0.85 1.00 0.34 0.84 0.00 0.92 0.00 0.20 0.00 0.23 0.00 0.13 1.15 0.00 0.00 2.64 1.13 0.98 1.06 1.34 2.28 2.45 2.08 1.79 1.40 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Location Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 24 22 20 18 COL RATE 16 14 12 10 08 06 04 OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 2.41 2.77 2.67 0.88 2.62 1.67 3.21 1.32 4.25 3.51 4.28 1.32 4.00 1.96 3.64 0.96 2.32 2.96 3.61 0.00 3.98 1.74 4.75 2.28 0.87 0.42 4.08 0.00 2.82 2.78 1.23 1.26 3.97 2.66 3.97 2.44 6.21 3.38 5.91 1.23 3.55 3.55 3.47 3.04 MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT 0.65 0.68 1.11 1.30 3.78 1.77 1.27 0.32 0.40 0.18 1.52 0.42 0.55 0.49 0.21 0.76 0.11 0.30 0.87 1.43 7.14 1.40 1.31 0.84 2.37 2.31 1.81 0.76 0.67 0.51 0.72 0.65 0.45 0.89 1.24 0.43 0.57 0.81 0.00 1.61 2.57 7.19 1.21 1.62 0.68 1.72 3.48 1.39 1.04 0.24 0.79 0.44 0.55 0.54 0.71 0.62 0.47 0.27 0.61 0.41 1.18 3.12 2.17 1.27 1.29 1.06 2.27 3.56 2.14 0.94 0.10 0.90 0.36 0.57 0.39 0.78 0.68 0.63 0.78 0.50 0.28 1.49 2.92 5.32 1.15 1.23 2.41 2.88 4.62 2.16 0.48 0.58 0.82 0.25 0.71 0.88 0.90 0.86 0.76 0.65 0.38 0.77 2.62 1.28 3.19 0.42 1.24 0.59 2.37 1.83 0.72 0.55 0.34 1.43 0.39 0.54 0.60 1.05 1.38 0.68 0.58 0.27 0.36 1.10 0.94 5.22 0.64 1.37 0.65 2.18 1.23 0.94 0.36 0.38 0.40 0.42 0.57 0.62 0.77 0.79 1.09 0.63 0.29 0.62 0.32 1.66 4.34 0.95 1.34 0.38 2.34 1.62 1.68 1.07 0.48 0.56 0.51 0.19 1.02 0.33 0.69 0.49 0.29 0.00 0.21 0.32 1.10 6.78 0.92 1.36 1.50 3.47 2.95 1.72 0.81 0.00 0.64 1.03 1.21 0.77 1.00 0.52 0.62 0.47 1.17 1.00 1.14 1.94 2.15 2.39 0.56 1.19 0.82 1.11 0.48 1.16 1.27 1.41 2.12 0.61 2.73 1.17 1.70 2.68 2.99 3.30 1.98 1.37 1.11 0.71 1.18 0.39 0.78 1.44 1.05 0.97 1.03 3.09 1.63 GREENWAY-HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY 0.88 0.70 1.90 0.72 0.14 0.16 1.27 0.78 0.60 0.43 0.13 0.16 0.80 0.00 0.73 0.99 0.53 0.36 1.19 0.00 0.00 0.68 0.27 0.17 0.60 0.39 0.35 0.86 0.29 0.33 0.00 0.00 0.00 0.61 0.00 0.34 0.43 0.00 0.00 0.43 0.33 0.00 0.24 0.23 0.45 0.23 0.26 1.38 0.00 0.24 0.00 0.52 0.59 0.33 MILLER MILLER DEER VALLEY WILLIAMS WILLIAMS PINNACLE PEAK 0.18 0.64 0.44 0.51 0.59 0.00 0.91 0.77 0.00 0.48 1.66 1.10 0.00 0.00 0.00 0.00 0.90 0.52 GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF ROOSEVELT MCDOWELL OAK THOMAS MCDOWELL OAK THOMAS OSBORN 1.61 1.57 0.00 6.72 1.14 2.65 2.07 0.00 2.05 3.13 1.00 3.36 3.65 4.21 1.96 0.00 1.12 3.65 0.00 0.00 0.00 2.28 0.00 5.48 1.25 0.00 9.13 2.61 3.50 1.34 0.00 2.61 GRANITE REEF GRANITE REEF GRANITE REEF INDIAN SCHOOL CAMELBACK CHAPARRAL CAMELBACK CHAPARRAL MCDONALD 0.64 2.83 0.70 1.96 3.91 1.20 0.00 0.60 1.40 0.00 1.25 2.83 1.17 0.57 1.19 0.00 1.80 2.04 2.14 3.25 1.33 1.25 0.00 1.77 2.38 4.47 0.00 1.99 1.69 1.71 2.11 6.85 2.08 NORTHSIGHT/THUNDERBIRD NORTHSIGHT 90TH RAINTREE RAINTREE HAYDEN 1.51 2.78 1.24 2.92 1.77 0.96 0.96 0.85 2.24 2.64 5.42 2.36 2.28 1.84 1.73 0.96 1.50 3.50 1.11 PERIMETER BELL PRINCESS 1.68 1.65 1.65 3.57 7.78 5.37 PIMA PIMA PIMA PIMA PIMA PIMA MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA 0.51 0.37 1.39 0.53 0.27 0.35 0.29 0.00 0.37 0.00 0.29 0.31 0.29 0.00 0.95 0.60 0.29 0.29 0.76 0.42 1.57 0.76 0.23 0.81 0.42 1.39 1.89 1.66 0.49 0.81 0.65 0.88 0.63 0.31 0.48 0.51 0.00 1.07 1.29 0.68 0.62 0.00 0.00 0.00 1.11 0.71 0.00 0.00 0.00 0.00 3.83 0.00 0.00 0.00 0.00 0.00 1.74 0.45 0.19 0.65 0.00 1.44 1.71 2.26 1.07 1.20 PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA 101 FREEWAY LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND STAGECOACH PASS 1.55 0.47 0.48 0.27 0.72 0.34 0.23 0.33 0.09 0.12 0.52 1.19 0.26 0.33 0.49 0.48 0.20 0.25 0.37 0.30 0.15 0.45 0.86 0.32 0.10 0.66 0.66 0.54 0.68 0.31 0.10 0.36 0.17 0.96 0.39 0.38 0.75 0.42 0.31 0.21 0.61 0.15 0.16 0.42 0.76 0.26 0.67 0.47 0.19 0.23 0.21 0.26 0.00 0.00 0.25 0.55 0.26 1.01 0.21 0.00 0.16 0.00 0.35 0.18 0.20 0.08 0.30 0.14 0.19 0.38 0.27 0.66 0.15 0.00 0.19 0.00 0.00 0.26 0.00 0.10 0.39 0.67 0.00 0.00 0.39 0.00 0.15 0.09 0.17 0.26 0.53 0.41 0.92 0.23 0.70 0.91 0.52 0.06 0.06 0.00 0.24 0.20 0.18 PRIMARY STREET FROM TO MILLER MILLER MILLER MILLER THOMAS OSBORN INDIAN SCHOOL CAMELBACK HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN 2024 Traffic Volume and Collision Data Page 88 0.00 2.35 3.11 3.16 1.40 3.51 0.87 0.00 2.61 2.81 3.91 2.88 0.24 0.20 1.17 0.80 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Location Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 24 22 20 COL RATE 16 14 12 10 08 06 04 MOUNTAIN VIEW SHEA 0.88 2.54 1.34 1.88 0.84 1.06 1.66 2.95 2.93 4.74 3.52 3.29 3.81 4.52 1.87 5.14 1.82 2.51 3.41 4.84 4.14 7.21 MOUNTAIN VIEW SHEA SHEA CHOLLA 1.44 2.57 2.49 0.85 3.17 2.66 3.23 4.88 5.05 2.09 1.75 2.24 0.75 2.68 3.99 3.12 2.76 4.49 6.35 2.96 5.14 1.58 92ND 92ND THUNDERBIRD RAINTREE RAINTREE FRANK LLOYD WRIGHT 3.57 1.03 2.61 0.00 0.00 0.00 6.85 0.00 0.00 3.37 0.00 1.48 0.00 0.00 3.65 6.85 2.74 2.11 4.76 7.83 5.30 2.49 94TH 94TH 94TH 94TH/THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CHOLLA CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON WINDGATE PASS 0.18 0.00 0.39 0.61 1.88 0.13 0.30 0.41 0.22 0.63 0.00 0.22 0.00 0.39 0.86 0.00 0.79 0.30 0.63 0.80 0.00 0.43 0.21 0.90 1.46 0.08 1.13 0.45 0.00 0.55 0.48 0.43 1.35 0.48 1.54 0.00 0.57 0.24 0.00 0.00 0.45 0.43 0.43 3.10 1.42 0.22 1.39 0.00 0.00 0.00 0.43 0.00 0.00 3.08 1.90 0.12 0.20 0.59 0.00 0.34 0.34 0.74 0.83 2.61 0.55 0.26 0.45 1.51 0.40 0.52 1.22 2.23 0.00 0.89 94TH BELL LEGACY 0.00 1.48 0.25 0.73 0.30 0.00 0.70 0.00 96TH 96TH 96TH 96TH 96TH 96TH VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD 0.00 1.90 0.66 0.00 1.44 0.00 0.00 0.00 0.00 0.46 0.00 2.94 0.00 0.00 0.82 0.46 0.00 0.00 0.87 2.22 0.33 0.00 1.34 0.81 0.00 2.93 0.67 0.68 1.48 0.00 0.00 2.33 0.00 0.00 0.00 1.71 0.00 1.20 0.77 0.00 0.00 0.00 0.00 1.13 1.39 0.00 1.34 0.00 0.00 0.54 0.00 0.00 0.00 1.77 1.96 0.00 0.67 0.94 0.00 0.00 1.52 0.63 1.93 0.00 1.37 1.71 100TH 100TH 100TH 100TH CACTUS SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK FRANK LLOYD WRIGHT 0.00 3.06 0.20 1.64 0.00 1.19 0.37 1.36 0.00 0.72 0.52 0.67 0.72 0.52 0.86 0.89 0.81 3.49 0.52 0.89 0.00 0.91 0.61 1.59 1.83 1.61 1.59 0.90 3.78 0.67 0.97 0.00 0.00 1.89 0.76 0.00 1.80 1.33 0.00 0.00 3.42 104TH 104TH SHEA CACTUS CACTUS SWEETWATER 1.87 0.00 1.37 0.00 1.30 0.62 0.60 0.00 2.74 0.00 0.00 0.00 0.00 0.00 2.28 4.21 0.00 0.00 0.00 ALMA SCHOOL HAPPY VALLEY JOMAX 0.00 0.00 0.00 0.15 0.60 0.98 0.64 0.82 0.78 1.05 1.39 114TH/117TH MOUNTAIN VIEW SHEA 0.00 0.66 0.00 0.00 0.00 0.00 0.00 0.00 FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SHEA VIA LINDA CACTUS 100TH VIA LINDA CACTUS 100TH THUNDERBIRD 2.67 0.45 0.61 0.18 3.66 0.76 0.66 0.73 3.17 1.54 0.82 0.57 2.57 1.29 0.49 0.20 3.75 0.98 0.71 0.00 2.55 6.12 1.05 2.70 3.38 0.37 0.19 0.00 0.44 124TH 124TH MOUNTAIN VIEW SHEA SHEA VIA LINDA 2.61 3.16 0.00 1.55 1.37 2.28 0.00 0.00 3.04 2.11 2.85 2.80 0.98 3.42 0.00 1.00 2.61 0.00 1.19 4.70 3.65 0.00 130TH/132ND SHEA VIA LINDA 0.00 0.00 0.79 0.00 0.76 0.00 0.00 1.61 1.52 0.00 1.61 136TH SHEA VIA LINDA 0.62 0.46 0.43 1.99 0.98 1.17 1.19 0.00 0.00 1.00 0.00 MCKELLIPS MCKELLIPS SCOTTSDALE MILLER MILLER HAYDEN 1.61 0.66 2.05 1.17 1.59 2.13 1.12 1.37 0.48 1.51 1.97 2.14 0.84 2.49 2.36 1.05 2.23 0.35 0.77 1.35 0.81 3.40 CONTINENTAL ROOSEVELT ROOSEVELT ROOSEVELT 68TH SCOTTSDALE MILLER HAYDEN SCOTTSDALE MILLER HAYDEN GRANITE REEF 0.00 3.04 2.69 0.72 0.00 5.67 4.07 0.61 0.00 6.61 3.07 1.19 0.00 3.42 2.30 0.00 0.00 3.13 5.22 2.19 0.00 0.00 0.00 1.07 0.00 1.77 4.83 0.00 0.00 1.52 4.01 1.01 0.00 4.21 0.00 1.00 1.05 0.00 4.01 6.37 0.98 MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 0.39 0.68 0.86 3.39 1.11 2.47 1.36 1.07 1.17 2.45 1.57 3.12 1.47 3.55 2.31 3.86 1.16 2.52 1.38 2.48 2.07 3.28 2.49 1.77 0.87 2.22 1.99 3.83 1.93 2.54 0.36 2.18 2.48 3.01 1.77 2.47 0.89 2.85 1.46 3.45 0.99 0.73 0.31 1.60 0.99 1.42 0.92 2.00 0.71 1.82 1.37 3.88 1.98 2.39 1.03 5.45 4.47 5.43 2.02 2.59 1.07 1.96 1.71 3.89 2.06 3.69 OAK OAK 56TH 60TH 60TH 64TH 1.17 0.00 2.56 0.00 0.00 1.85 1.12 0.00 2.49 0.00 0.96 1.99 3.91 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.71 PRIMARY STREET FROM TO 90TH 90TH VIA LINDA MOUNTAIN VIEW 92ND 92ND 2024 Traffic Volume and Collision Data Page 89 18 0.00 0.00 0.28 1.31 1.84 0.16 0.76 0.41 0.00 0.95 1.81 1.34 0.25 1.20 0.19 0.21 0.00 4.42 1.06 0.32 0.62 0.65 0.72 0.00 4.76 1.64 0.37 0.19 0.45 0.00 1.18 2.30 2.09 0.00 1.35 0.28 0.00 0.29 1.53 1.09 0.45 0.24 4.06 1.44 12.33 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Location Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 24 22 20 COL RATE 16 14 12 10 08 06 04 SCOTTSDALE MILLER 2.11 4.83 3.57 5.71 6.85 2.49 6.58 0.00 1.89 8.77 2.19 2.19 6.09 7.15 6.85 8.12 0.00 1.66 5.30 5.67 8.30 3.91 HAYDEN GRANITE REEF 1.22 0.00 0.00 0.00 2.54 0.00 2.61 0.00 0.00 5.48 0.00 THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS 56TH 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 0.81 0.40 1.72 1.82 2.46 1.78 1.18 1.58 1.25 0.84 1.00 2.84 2.52 2.07 1.73 2.44 1.24 1.12 1.51 2.78 2.67 3.46 3.98 1.37 1.14 1.20 1.79 3.38 4.00 4.71 2.30 2.13 1.05 0.90 2.22 4.57 4.00 3.45 2.37 2.54 1.47 0.46 1.10 4.23 3.61 3.45 2.69 0.92 0.93 2.25 1.24 5.30 3.64 2.13 2.85 2.75 0.64 0.63 2.09 4.98 3.69 2.64 2.24 1.36 0.80 0.99 1.06 3.61 3.80 5.00 2.08 2.84 1.55 2.66 5.35 5.24 4.67 4.35 4.02 3.22 1.03 2.57 3.06 5.24 4.61 4.26 3.15 3.74 OSBORN OSBORN OSBORN OSBORN OSBORN OSBORN 64TH 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 2.91 1.66 2.85 1.85 1.21 1.14 1.08 0.39 3.19 3.60 1.88 1.83 1.04 2.74 4.46 5.77 0.54 2.74 4.57 3.68 4.92 1.77 0.46 2.49 2.33 1.99 2.41 1.83 1.40 2.49 2.55 4.35 5.77 3.13 0.88 2.49 2.74 1.00 3.78 0.00 0.99 1.34 1.37 0.98 0.00 1.89 0.00 2.28 1.30 0.93 4.34 1.64 1.62 1.12 3.35 3.22 5.14 0.80 1.25 3.35 6.85 2.61 5.95 1.47 1.59 1.14 INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL 60TH 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF PIMA 0.37 0.35 2.07 0.75 0.91 1.14 1.71 1.63 1.29 0.77 1.35 3.47 1.80 1.02 1.87 2.04 2.38 1.39 0.33 0.56 2.37 2.48 3.49 2.36 2.88 2.54 1.33 0.63 0.29 1.50 5.03 4.35 5.13 2.47 2.92 0.94 1.23 0.62 1.44 3.65 5.69 4.83 1.83 3.35 1.63 0.28 0.21 1.58 1.45 5.64 1.14 1.53 2.85 0.88 1.28 0.71 0.91 5.48 3.91 2.59 1.51 3.85 1.19 0.00 0.21 1.70 2.70 5.30 4.17 2.67 3.53 0.46 0.45 0.60 0.39 3.88 3.26 3.34 1.95 3.02 0.90 0.71 1.06 3.48 3.21 9.53 7.47 3.04 3.57 1.25 0.78 0.92 1.26 2.31 6.37 7.14 3.56 4.02 0.74 CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK 64TH 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN GRANITE REEF 0.88 2.48 1.55 4.36 0.94 2.40 1.44 2.94 2.80 5.81 1.70 4.56 1.30 1.51 5.89 5.95 1.70 6.28 0.99 2.44 6.38 9.05 2.63 1.15 1.67 5.69 7.46 2.85 11.77 1.19 1.23 1.67 7.22 7.69 2.65 9.59 0.96 1.15 2.79 7.83 4.17 7.31 0.72 0.72 4.31 3.69 2.27 0.87 0.35 2.16 9.60 4.10 1.39 9.30 1.64 1.61 5.84 4.49 3.53 4.98 0.86 1.28 9.73 6.61 3.02 2.83 CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL 68TH SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF PIMA 1.10 0.79 1.87 1.69 0.74 0.62 1.01 3.89 2.30 1.63 1.34 0.45 4.03 1.74 2.38 2.17 0.89 1.38 0.60 1.65 9.04 2.12 1.77 2.11 1.12 0.68 4.49 4.44 0.23 1.90 1.25 0.49 3.24 1.30 1.39 2.31 0.00 1.87 3.87 2.21 1.71 0.82 0.98 0.00 1.60 1.53 0.00 1.71 2.30 1.44 1.82 1.01 2.38 2.28 MCDONALD MCDONALD MCDONALD SCOTTSDALE HAYDEN GRANITE REEF HAYDEN GRANITE REEF PIMA 0.43 1.24 0.52 0.36 0.00 1.23 1.38 1.20 0.85 0.27 1.03 0.00 1.37 2.58 1.49 2.07 1.01 2.56 1.52 1.78 1.04 1.16 0.75 1.54 1.78 2.00 2.78 4.28 1.38 2.18 2.65 1.30 2.33 INDIAN BEND INDIAN BEND SCOTTSDALE HAYDEN HAYDEN PIMA 0.30 0.58 0.83 0.97 0.46 0.45 0.51 1.27 1.01 0.68 0.38 1.86 1.78 0.51 0.00 0.96 1.07 0.72 0.89 1.26 1.12 1.51 MCCORMICK SCOTTSDALE HAYDEN 0.80 1.17 0.55 1.26 0.23 0.64 0.60 0.96 0.00 0.31 0.58 DOUBLETREE SCOTTSDALE VIA LINDA 0.58 1.92 1.08 0.66 0.53 1.00 0.70 0.40 0.84 1.77 1.19 VIA DE VENTURA VIA DE VENTURA VIA LINDA HAYDEN HAYDEN PIMA 1.03 1.34 0.54 1.12 1.94 0.57 0.30 0.00 0.78 2.79 2.32 2.45 2.50 3.09 0.94 3.06 1.37 0.65 1.98 4.00 0.85 2.46 VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA DE VENTURA HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND 136TH 0.39 1.38 1.38 0.46 0.93 1.90 1.45 1.12 0.00 0.00 1.41 1.15 0.53 0.53 0.84 2.49 0.29 0.00 0.26 2.56 3.26 0.27 0.93 1.83 1.11 0.70 0.00 0.68 0.44 2.60 0.88 0.33 0.85 1.77 1.30 0.93 1.32 0.42 1.64 0.33 0.15 0.00 0.56 3.41 1.05 0.56 0.65 0.89 3.21 1.54 2.04 2.29 1.65 0.52 2.80 0.00 0.00 1.25 0.81 0.00 PRIMARY STREET FROM TO OAK OAK 68TH SCOTTSDALE OAK 2024 Traffic Volume and Collision Data Page 90 18 0.36 1.34 2.68 0.52 0.89 1.92 1.77 0.99 0.00 0.93 0.81 5.29 3.08 1.50 2.45 0.00 1.12 2.20 1.04 0.60 1.18 1.55 0.99 0.00 0.73 1.55 1.64 1.51 0.63 1.01 2.82 0.00 0.00 0.00 1.86 3.37 0.93 0.85 2.70 1.79 0.83 1.05 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Location Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 24 22 20 18 COL RATE 16 14 12 06 04 HAYDEN 90TH 92ND 96TH VIA LINDA 117TH 124TH 0.92 0.46 1.29 0.47 0.66 1.08 0.00 1.03 0.56 2.08 2.85 0.22 1.28 2.00 0.31 0.78 0.83 0.57 1.21 1.09 1.50 0.79 1.37 1.36 1.69 1.48 1.05 1.00 0.65 0.60 3.58 0.85 0.00 1.05 3.00 0.75 0.57 5.10 0.66 2.61 0.64 0.00 0.69 0.33 0.58 0.00 1.20 0.79 1.03 0.35 4.16 11.18 0.00 0.00 1.69 0.00 0.00 1.42 0.57 0.00 1.57 0.38 0.97 0.52 1.30 1.49 2.03 2.25 2.11 64TH 70TH SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH 70TH SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH 142ND 1.26 1.07 1.31 1.33 2.90 1.13 1.75 0.40 0.12 0.75 0.39 0.27 0.11 1.21 1.78 0.71 0.67 2.80 2.85 1.42 0.55 0.74 0.78 0.27 0.37 0.29 1.05 3.21 2.30 1.06 3.09 2.86 1.61 0.53 0.44 0.56 0.34 0.38 0.27 0.80 4.00 3.52 1.64 3.55 2.47 2.61 0.36 0.45 0.45 0.66 0.45 0.36 1.20 6.19 2.57 1.49 2.37 4.07 1.84 0.41 0.70 0.41 0.77 0.34 0.29 0.90 3.63 2.62 1.92 5.00 3.43 1.57 0.43 1.09 0.45 0.11 0.86 0.13 1.11 6.40 2.40 1.74 4.56 6.45 1.04 0.85 0.62 1.00 0.41 0.86 0.38 1.39 3.42 2.66 1.30 3.19 2.44 2.00 0.75 0.99 0.72 0.20 0.75 0.46 5.68 2.55 1.55 1.48 0.00 0.00 0.44 1.01 0.34 0.00 0.49 0.00 4.15 1.83 3.33 2.94 1.42 1.11 1.38 0.45 0.35 1.10 0.31 3.00 1.98 0.61 3.77 1.87 1.18 1.05 0.82 0.30 0.83 0.53 CHOLLA 64TH SCOTTSDALE 2.38 1.71 1.61 0.00 1.96 3.74 0.00 1.14 0.00 1.19 0.58 CHOLLA 92ND 96TH 0.00 0.00 0.00 0.00 0.00 4.21 0.00 0.00 0.00 3.04 0.00 CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS 64TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 0.55 0.60 0.42 0.60 0.93 1.16 0.30 0.00 0.00 0.55 0.63 0.42 0.62 1.05 0.40 0.00 1.49 0.00 0.67 0.91 0.54 1.52 0.75 0.00 0.33 0.00 0.46 2.03 1.18 0.38 0.94 0.39 0.00 0.66 0.00 1.78 0.58 0.58 1.01 0.40 1.14 1.20 0.56 0.94 1.74 0.71 1.18 0.44 1.38 0.65 0.84 0.70 0.00 0.83 0.00 0.00 1.59 0.94 0.61 0.00 0.87 2.56 0.00 2.03 0.82 2.15 SWEETWATER SCOTTSDALE HAYDEN 1.96 0.98 1.19 1.37 1.37 2.11 1.34 0.00 0.74 2.07 1.19 SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER 89TH 94TH 96TH 100TH 104TH 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 4.98 0.00 0.00 0.00 0.00 0.00 0.00 2.74 0.00 0.00 0.00 0.00 2.28 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 6.09 0.00 0.00 0.00 0.00 0.00 0.00 THUNDERBIRD/REDFIELD REDFIELD SCOTTSDALE 76TH 76TH HAYDEN 0.40 1.76 0.32 1.03 0.96 1.39 1.39 1.80 0.64 1.64 1.98 0.88 0.69 1.13 0.64 1.48 0.97 1.95 1.10 3.50 0.43 1.18 THUNDERBIRD THUNDERBIRD THUNDERBIRD THUNDERBIRD 90TH 92ND 94TH 96TH 92ND 94TH 96TH FRANK LLOYD WRIGHT 0.67 0.00 0.00 0.00 0.00 1.22 1.37 0.00 2.24 1.22 0.00 0.00 0.79 0.00 0.00 0.90 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1.89 0.00 0.00 1.89 0.00 0.00 0.00 0.00 0.00 0.00 2.33 0.00 0.00 3.91 RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE HAYDEN NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK FRANK LLOYD WRIGHT 2.75 0.82 0.81 0.28 0.83 0.60 1.78 0.60 0.83 0.28 1.53 2.21 2.22 3.03 0.00 0.00 0.59 2.14 2.69 3.50 1.21 0.24 1.55 0.60 2.52 3.69 1.21 0.75 0.00 0.00 3.76 3.74 0.43 0.53 1.14 2.03 2.69 4.24 0.77 0.00 0.00 1.39 0.90 2.99 0.74 0.48 0.00 1.34 2.64 2.23 0.00 0.48 0.00 0.00 2.69 4.35 1.07 0.46 0.54 7.31 1.97 2.42 1.16 7.02 0.00 1.74 GREENWAY-HAYDEN SCOTTSDALE FRANK LLOYD WRIGHT 1.05 1.26 2.63 2.45 1.75 3.60 1.32 0.14 1.14 FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SCOTTSDALE GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE THUNDERBIRD 0.61 2.03 2.31 2.19 0.73 0.92 2.91 0.31 1.16 1.98 1.27 2.28 0.31 0.29 1.91 0.40 1.49 2.60 0.51 1.75 1.84 0.89 1.28 0.42 1.13 4.02 1.67 0.93 0.59 0.00 0.89 0.00 1.48 0.00 0.00 0.44 0.00 0.29 0.00 0.38 1.08 1.21 1.04 1.45 0.78 1.16 0.44 0.00 1.96 2.57 1.84 1.30 0.66 0.59 0.46 0.00 PRIMARY STREET FROM TO MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW SCOTTSDALE HAYDEN 90TH 92ND 96TH VIA LINDA 117TH SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA 2024 Traffic Volume and Collision Data Page 91 0.96 1.02 0.38 1.27 0.88 0.61 0.52 1.11 0.35 1.16 0.70 0.49 0.91 1.25 0.74 0.55 0.35 0.00 2.15 0.00 0.00 0.00 2.49 0.00 1.25 0.00 11.32 0.00 1.88 3.97 2.11 0.71 1.01 0.60 3.29 0.89 1.91 3.81 3.35 0.88 0.62 0.30 0.65 0.00 1.59 1.05 1.01 0.65 1.68 0.78 0.00 0.84 0.00 0.00 0.00 0.00 0.00 0.00 1.53 3.51 0.96 0.75 0.31 0.00 0.47 0.72 1.03 2.16 0.71 0.74 0.93 1.25 1.36 0.85 10 08 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Location Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 24 22 20 18 COL RATE 16 14 12 10 08 06 04 PERIMETER 101 FREEWAY 94TH 98TH THOMPSON PEAK 1.02 0.00 0.82 0.36 1.71 1.23 0.00 1.04 1.12 0.47 0.90 0.00 0.67 0.56 0.64 1.30 0.00 0.50 0.81 1.18 1.65 0.40 1.14 0.57 0.47 1.18 1.43 1.00 0.00 1.43 0.61 0.59 2.37 0.00 0.48 0.55 0.00 0.00 0.39 0.98 0.98 0.00 0.28 0.77 0.51 0.99 1.07 HAYDEN PERIMETER PERIMETER 101 FREEWAY 2.51 0.75 4.28 0.00 8.55 5.59 3.32 1.92 1.07 0.87 0.00 0.00 0.48 0.00 1.93 0.00 0.00 0.56 0.00 LEGACY LEGACY PIMA 94TH 94TH THOMPSON PEAK 0.25 0.22 0.22 0.24 0.21 0.57 0.72 0.59 0.73 0.21 0.19 0.23 1.00 0.62 0.00 0.00 0.00 0.00 THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK SCOTTSDALE HAYDEN PIMA HAYDEN PIMA WINDGATE PASS 0.75 0.68 0.40 0.77 0.53 0.24 1.67 0.84 0.81 0.58 0.50 0.44 0.68 0.34 0.58 0.36 0.59 0.93 0.71 1.15 0.71 0.51 0.44 0.19 0.29 0.91 0.22 0.11 0.88 0.00 0.30 GRAYHAWK SCOTTSDALE HAYDEN 0.56 0.49 0.41 0.44 0.94 0.00 0.00 2.21 0.94 0.85 2.48 DEER VALLEY SCOTTSDALE MILLER 0.91 0.00 1.05 0.00 0.00 0.00 0.00 0.00 WILLIAMS SCOTTSDALE MILLER 0.00 1.71 0.68 2.28 0.72 0.00 0.00 0.00 PINNACLE PEAK PINNACLE PEAK SCOTTSDALE MILLER MILLER PIMA 4.54 0.64 1.96 0.57 2.61 4.25 2.76 1.85 1.96 0.57 0.68 0.29 0.23 0.50 3.09 0.54 0.00 3.35 0.00 2.24 1.75 1.41 HAPPY VALLEY HAPPY VALLEY SCOTTSDALE PIMA PIMA ALMA SCHOOL 0.68 0.35 0.33 0.43 0.70 0.25 0.51 0.33 0.96 0.27 0.46 0.40 0.09 0.39 0.88 0.39 2.28 0.00 0.55 0.63 1.05 0.50 JOMAX SCOTTSDALE PIMA 0.80 0.38 0.52 0.62 0.80 2.11 2.28 0.00 0.86 0.86 0.00 DYNAMITE DYNAMITE DYNAMITE DYNAMITE DYNAMITE 56TH 64TH SCOTTSDALE PIMA ALMA SCHOOL 64TH SCOTTSDALE PIMA ALMA SCHOOL 136TH 0.67 0.41 0.41 0.58 0.52 0.13 0.58 0.31 0.15 0.90 0.29 0.27 0.54 0.46 0.48 1.11 0.00 0.66 0.34 0.18 0.96 0.30 0.16 0.53 0.26 0.23 0.26 0.00 0.60 0.08 0.00 0.30 0.57 0.30 0.07 0.48 0.66 1.18 0.51 0.28 DIXILETA SCOTTSDALE PIMA 0.00 0.72 0.49 0.33 0.33 0.62 0.00 0.00 1.52 0.00 0.00 LONE MOUNTAIN SCOTTSDALE PIMA 0.00 0.60 0.11 0.34 0.26 0.00 0.28 0.27 0.30 0.29 0.00 WESTLAND WESTLAND SCOTTSDALE PIMA PIMA STAGECOACH 0.37 0.27 0.57 0.00 0.39 0.31 0.12 0.49 0.25 0.00 0.00 0.49 0.00 0.00 0.98 0.00 0.00 1.37 0.00 0.00 CAREFREE CAREFREE 56TH 60TH 60TH SCOTTSDALE 0.63 0.43 0.49 0.47 0.62 0.30 1.21 0.69 0.37 0.76 0.32 0.45 0.24 0.78 0.35 0.81 0.65 0.61 0.44 0.23 1.08 0.26 STAGECOACH PIMA LEGEND 0.00 0.00 0.00 0.95 0.95 0.00 0.00 0.00 2.03 3.22 0.00 CAVE CREEK DESERT MOUNTAIN BARTLETT DAM RD 2.78 0.00 1.83 2.06 0.69 0.00 0.00 1.14 0.00 0.46 0.00 PRIMARY STREET FROM TO BELL BELL BELL BELL BELL HAYDEN PERIMETER 101 FREEWAY 94TH 98TH PRINCESS PRINCESS 2024 Traffic Volume and Collision Data Page 92 0.38 0.13 0.31 0.66 0.58 0.53 0.71 0.47 0.56 0.12 2.11 0.00 1.21 0.00 0.51 0.29 0.00 0.35 0.68 0.11 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 93 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024-2004 Segment Collision Rate Comparison 2024-2004 Rate Comparison, Sorted by Descending 2024 Collision Rate 2024 Traffic Volume and Collision Data Page 94 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Descending 2024 Rate Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 PRIMARY STREET FROM TO HAYDEN GRANITE REEF GOLDWATER OAK PINNACLE PEAK SCOTTSDALE 68TH CAMELBACK DRINKWATER HAYDEN NORTHSIGHT THOMAS SCOTTSDALE SCOTTSDALE SCOTTSDALE OSBORN OSBORN SCOTTSDALE SCOTTSDALE THOMAS FRANK LLOYD WRIGHT OSBORN INDIAN SCHOOL MILLER MILLER INDIAN SCHOOL INDIAN SCHOOL MILLER OSBORN OSBORN DRINKWATER 92ND MCDOWELL 124TH 100TH 64TH ROOSEVELT OSBORN FRANK LLOYD WRIGHT SHEA OSBORN THUNDERBIRD MILLER SHEA SWEETWATER OSBORN SCOTTSDALE 64TH THOMPSON PEAK 101 FREEWAY INDIAN SCHOOL RAINTREE HAYDEN VIA LINDA FRANK LLOYD WRIGHT INDIAN SCHOOL MILLER 68TH RAINTREE 90TH 3.65 3.57 3.39 3.16 3.06 3.05 3.04 2.91 2.91 2.90 2.37 2.61 2.45 1.55 1.19 0.85 5.67 1.08 1.91 2.80 2.58 0.00 3.86 2.11 0.72 0.83 6.61 1.04 1.28 3.09 0.39 0.00 3.28 2.85 0.52 1.72 3.42 4.57 3.29 3.21 6.85 3.83 2.80 3.49 1.13 3.13 2.33 0.65 3.55 2.37 1.77 0.00 3.01 0.98 0.91 0.00 0.00 2.55 0.47 5.00 OSBORN GRANITE REEF SCOTTSDALE 60TH CAVE CREEK NORTHSIGHT MILLER RAINTREE ROOSEVELT FRANK LLOYD WRIGHT SCOTTSDALE CAMELBACK OAK OAK DESERT MOUNTAIN RAINTREE OSBORN HAYDEN MILLER SHEA DRINKWATER CHAPARRAL THOMAS THOMAS BARTLETT DAM RD HAYDEN INDIAN SCHOOL NORTHSIGHT HAYDEN VIA LINDA 2.85 2.83 2.81 2.80 2.78 2.78 2.77 2.75 2.69 2.67 3.19 3.91 4.70 0.00 0.00 2.92 1.67 1.78 4.07 3.66 4.46 2.83 2.98 2.80 1.83 2.64 3.51 2.22 3.07 3.17 4.92 1.17 2.17 2.15 2.06 5.42 1.96 2.69 2.30 1.81 2.41 0.57 2.36 4.66 0.69 2.36 2.96 2.52 5.22 4.76 MILLER 124TH 92ND 90TH 68TH PRINCESS SCOTTSDALE CAMELBACK MCDOWELL THOMAS INDIAN SCHOOL MOUNTAIN VIEW SHEA MOUNTAIN VIEW THOMAS HAYDEN MOUNTAIN VIEW 68TH GRANITE REEF SCOTTSDALE CAMELBACK SHEA CHOLLA SHEA OSBORN PERIMETER SHEA GOLDWATER PIMA MILLER 2.67 2.61 2.57 2.54 2.51 2.51 2.49 2.48 2.47 2.46 3.21 0.00 0.85 1.88 2.67 4.28 1.76 2.94 3.12 2.52 4.28 1.37 2.09 4.74 3.87 8.55 3.87 1.51 2.52 2.67 3.64 2.28 1.75 3.52 2.99 5.59 2.67 2.44 1.77 4.00 3.61 0.00 2.24 3.29 1.41 3.32 3.18 1.67 2.54 4.00 DRINKWATER MILLER CAMELBACK CHOLLA GOLDWATER FRANK LLOYD WRIGHT SCOTTSDALE FRANK LLOYD WRIGHT OAK INDIAN SCHOOL INDIAN SCHOOL THOMAS HAYDEN 64TH CAMELBACK HAYDEN PARADISE 101 FREEWAY 68TH 68TH SCOTTSDALE OSBORN GRANITE REEF SCOTTSDALE CHAPARRAL 101 FREEWAY FRANK LLOYD WRIGHT 90TH SCOTTSDALE GOLDWATER 2.43 2.41 2.40 2.38 2.38 2.31 2.26 2.19 2.11 2.07 SCOTTSDALE SCOTTSDALE FRANK LLOYD WRIGHT SCOTTSDALE SWEETWATER SCOTTSDALE 96TH VIA LINDA HAYDEN SCOTTSDALE THOMAS PRINCESS GREENWAY-HAYDEN MCDOWELL SCOTTSDALE FRANK LLOYD WRIGHT MOUNTAIN VIEW SHEA PRINCESS BUTHERUS OSBORN MAYO HAYDEN OAK HAYDEN PRINCESS SHEA FRANK LLOYD WRIGHT 101 FREEWAY GREENWAY-HAYDEN 2.06 2.05 2.03 1.96 1.96 1.93 1.90 1.90 1.90 1.89 THOMPSON PEAK 104TH FRANK LLOYD WRIGHT SHEA 100TH CACTUS 2024 Traffic Volume and Collision Data Page 95 22 7.19 0.00 7.56 5.71 1.96 3.24 1.90 5.81 0.99 2.31 20 2.17 3.36 8.92 8.77 2.61 4.50 1.97 5.95 0.50 3.48 18 COL RATE 16 14 12 3.19 5.22 4.34 0.00 2.88 0.00 8.29 2.28 3.69 2.19 6.09 7.15 2.76 1.85 1.96 7.11 5.53 6.17 2.59 5.20 1.64 7.46 7.69 7.83 2.82 3.15 3.01 4.62 1.83 1.23 24 7.14 6.72 5.71 4.83 4.54 4.49 4.38 4.36 3.81 3.78 10 6.78 0.00 3.31 8.12 3.09 4.68 0.50 3.69 0.70 1.62 08 06 5.48 4.09 5.30 0.00 4.10 1.29 4.10 0.69 2.95 2.61 2.61 5.33 5.67 3.91 3.35 1.75 6.01 8.29 3.09 3.32 4.49 6.61 1.90 2.15 2.99 3.62 0.00 3.45 3.42 1.61 0.00 1.77 2.74 1.36 4.56 5.79 3.65 1.42 1.00 0.67 0.97 1.52 1.37 0.89 3.19 5.79 2.74 3.88 1.19 0.76 2.76 4.21 1.30 0.00 1.48 5.79 2.11 5.43 4.70 0.00 0.00 1.44 3.35 0.44 3.33 5.77 1.19 2.14 4.57 0.00 2.28 1.74 3.76 0.00 1.53 3.78 0.00 4.05 0.00 0.00 1.84 0.42 2.69 4.83 2.57 0.00 2.94 0.00 1.14 0.96 2.78 0.90 4.01 3.75 4.34 5.14 5.95 0.00 1.99 6.85 2.70 2.93 3.67 0.00 0.00 0.00 0.00 0.46 0.00 1.50 3.50 1.11 2.66 3.38 3.55 2.64 2.69 1.97 0.00 12.33 6.37 2.55 6.12 3.38 4.75 0.00 0.75 3.81 1.40 1.92 4.17 1.67 2.47 3.61 4.08 3.04 2.68 4.52 1.47 1.07 3.81 1.15 0.73 3.64 1.23 0.00 3.12 5.14 3.25 1.93 3.35 0.72 2.00 3.69 3.97 2.61 6.35 3.41 0.00 5.91 0.00 2.96 4.84 2.08 3.47 3.65 1.58 7.21 2.04 5.39 2.16 2.39 3.80 4.56 1.61 2.59 4.67 4.36 1.28 3.69 4.61 0.89 2.62 4.56 1.71 1.24 1.27 2.49 2.28 3.57 3.47 2.46 3.37 4.11 4.17 4.25 4.00 2.32 3.98 6.28 11.77 1.19 9.59 1.61 0.00 1.96 3.74 0.98 3.30 2.52 2.32 0.51 2.11 3.35 0.96 1.89 2.59 2.30 2.59 1.75 0.71 0.88 0.75 6.85 2.49 6.58 0.00 2.37 1.50 1.44 1.58 3.29 0.87 7.31 0.00 3.78 0.71 2.57 0.74 1.89 0.91 2.88 2.82 0.87 1.14 0.49 1.67 1.16 0.93 6.85 1.70 4.81 3.97 9.30 0.00 2.59 0.00 2.12 0.44 0.00 0.39 5.84 6.21 4.98 1.19 7.18 1.04 4.33 1.45 1.66 3.48 3.20 1.79 1.98 3.41 0.98 1.62 0.00 0.84 0.60 1.40 5.01 1.48 2.60 1.17 1.19 1.87 0.00 1.83 0.73 1.23 5.61 3.43 3.97 2.31 1.37 1.79 2.22 1.92 0.00 0.69 4.21 3.40 3.51 2.30 2.11 1.54 2.33 1.01 0.00 1.92 4.66 2.50 2.16 3.10 1.34 1.97 1.20 2.70 0.00 0.80 2.80 1.17 4.02 2.47 0.00 2.22 1.13 0.85 0.45 2.22 5.79 5.78 4.75 0.00 2.31 0.74 2.61 0.54 1.21 2.28 2.07 1.28 0.00 0.00 0.24 1.88 0.86 1.87 1.37 1.46 1.30 1.84 1.06 2.09 0.62 0.60 0.00 1.54 2.74 1.42 2.28 1.90 0.55 2.23 5.32 3.16 5.43 2.19 4.25 4.09 2.78 9.05 3.36 3.56 3.99 2.82 3.81 2.40 1.37 1.47 2.93 1.18 0.35 1.91 0.00 04 3.13 5.30 3.89 0.00 0.00 1.42 4.01 6.85 0.46 0.61 3.55 2.83 0.58 1.84 3.31 1.30 8.30 1.26 2.57 2.33 1.19 1.34 0.63 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Descending 2024 Rate Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 PRIMARY STREET FROM TO 22 2.30 3.60 2.84 2.07 1.81 1.03 1.42 1.00 20 2.38 5.77 2.78 3.46 1.39 1.64 1.61 1.51 18 9.04 1.77 3.38 4.71 2.14 1.98 2.61 1.79 COL RATE 16 14 12 5.29 4.49 3.24 1.83 3.13 0.00 4.57 4.23 5.30 3.45 3.45 2.13 2.16 0.72 0.94 0.88 0.69 1.13 1.84 1.57 1.04 2.22 1.10 1.24 CHAPARRAL OSBORN THOMAS THOMAS HAYDEN REDFIELD SHEA THOMAS MILLER DRINKWATER 68TH MILLER OSBORN 76TH 92ND 64TH 78TH MILLER SCOTTSDALE HAYDEN INDIAN SCHOOL HAYDEN 96TH 68TH 24 1.87 1.85 1.82 1.78 1.77 1.76 1.75 1.72 INDIAN SCHOOL BELL CHAPARRAL PERIMETER OSBORN 100TH INDIAN SCHOOL MCKELLIPS GRANITE REEF SCOTTSDALE MILLER 98TH 78TH BELL 68TH THOMPSON PEAK HAYDEN SCOTTSDALE ROOSEVELT ROOSEVELT HAYDEN THOMPSON PEAK HAYDEN PRINCESS SCOTTSDALE FRANK LLOYD WRIGHT GRANITE REEF MILLER MCDOWELL MCDOWELL 1.71 1.71 1.69 1.68 1.66 1.64 1.63 1.61 1.61 1.59 2.04 0.47 1.63 1.65 0.39 1.36 2.38 2.05 1.14 2.53 2.88 0.64 2.17 1.65 2.74 0.67 2.54 1.59 2.05 3.53 2.47 1.18 2.12 3.57 3.68 0.89 2.92 2.13 0.00 2.46 1.83 0.47 3.08 7.78 1.99 0.89 3.35 1.12 1.40 1.87 1.53 0.51 4.44 5.37 4.35 1.59 2.85 1.37 2.61 3.42 1.51 1.43 1.30 THOMAS GRANITE REEF PIMA CAMELBACK SCOTTSDALE HAYDEN NORTHSIGHT/THUNDERBIRD SCOTTSDALE VIA LINDA 96TH GRANITE REEF MCDOWELL 101 FREEWAY GOLDWATER SWEETWATER INDIAN BEND 90TH WILLIAMS FRANK LLOYD WRIGHT CACTUS PIMA OAK LEGACY SCOTTSDALE THUNDERBIRD MCCORMICK RAINTREE PINNACLE PEAK 124TH SWEETWATER 1.58 1.57 1.55 1.55 1.53 1.52 1.51 1.47 1.45 1.44 2.44 2.65 1.19 2.80 1.30 0.65 1.24 1.41 2.49 0.00 1.37 3.13 0.86 5.89 0.97 0.55 1.77 1.06 1.11 0.00 2.13 2.35 0.96 6.38 1.74 0.57 0.96 2.46 1.77 1.34 2.54 3.51 0.76 5.69 2.07 0.71 0.96 1.11 1.55 1.48 92ND HAYDEN 64TH SCOTTSDALE PIMA VIA LINDA VIA LINDA SCOTTSDALE VIA DE VENTURA SHEA MOUNTAIN VIEW RAINTREE CHOLLA CACTUS INDIAN SCHOOL 90TH HAYDEN THOMPSON PEAK HAYDEN HAYDEN SHEA NORTHSIGHT CACTUS SWEETWATER CHAPARRAL 96TH 90TH GRAYHAWK PIMA 101 FREEWAY 1.44 1.43 1.42 1.40 1.39 1.38 1.38 1.36 1.34 1.33 2.49 2.57 0.00 0.48 0.37 1.15 1.41 1.39 1.12 0.67 3.17 3.12 0.64 0.88 0.95 3.26 2.56 0.42 2.79 1.06 2.66 2.92 1.28 1.48 1.57 2.68 1.34 0.34 2.32 1.64 SHEA HAYDEN MOUNTAIN VIEW INDIAN SCHOOL HAYDEN SHEA MCDONALD OAK MILLER OSBORN SCOTTSDALE OAK 90TH GRANITE REEF INDIAN SCHOOL 64TH HAYDEN HAYDEN ROOSEVELT MILLER HAYDEN THOMAS 92ND PIMA CAMELBACK 70TH GRANITE REEF GRANITE REEF MCDOWELL HAYDEN 1.31 1.30 1.29 1.29 1.27 1.26 1.24 1.22 1.21 1.21 0.71 2.37 2.08 1.39 0.76 1.21 0.00 0.00 0.77 1.88 2.30 1.72 0.83 1.33 1.04 1.05 0.00 0.00 1.52 0.54 THOMAS SCOTTSDALE OAK CACTUS 68TH OSBORN INDIAN SCHOOL SHEA VIA LINDA HAYDEN HAYDEN INDIAN SCHOOL 56TH 94TH MCDOWELL HAYDEN DRINKWATER 90TH 124TH MCDOWELL GRANITE REEF CAMELBACK 60TH 96TH OAK GRANITE REEF MILLER 92ND 132ND OAK 1.18 1.17 1.17 1.16 1.15 1.14 1.14 1.13 1.12 1.11 1.73 2.27 2.56 0.40 1.96 1.83 1.87 2.85 0.29 0.84 MCDOWELL CHAPARRAL MOUNTAIN VIEW MILLER HAYDEN 68TH VIA LINDA OAK GRANITE REEF SCOTTSDALE 117TH THOMAS 1.11 1.10 1.08 1.07 1.57 1.01 1.28 2.26 2024 Traffic Volume and Collision Data Page 96 10 3.87 1.89 4.98 2.64 1.68 1.48 2.00 2.09 08 06 04 1.64 3.61 5.00 1.72 1.10 0.00 1.06 0.80 5.24 4.35 2.39 3.50 1.42 5.35 1.47 5.24 4.26 3.30 1.18 1.87 3.06 2.67 0.48 2.21 1.95 0.98 3.04 3.56 0.51 1.00 0.90 3.85 0.48 3.65 2.54 0.98 0.00 3.53 2.36 1.12 1.49 0.93 3.22 2.61 3.02 2.23 0.00 0.96 3.57 0.35 1.25 3.58 0.92 2.81 0.55 7.22 0.92 0.54 0.85 0.00 2.82 0.00 2.75 4.21 0.30 2.79 2.92 0.57 2.24 0.29 1.79 0.00 1.36 3.65 0.26 4.31 1.80 0.19 1.73 0.29 1.77 1.34 2.84 2.28 0.17 9.60 3.06 1.21 3.22 3.74 0.00 1.34 5.84 9.73 1.57 2.00 0.48 1.18 2.29 0.00 1.65 1.25 0.00 1.37 3.23 1.28 1.26 0.94 1.89 2.20 1.12 0.52 2.45 1.49 4.88 0.94 0.00 1.71 0.63 1.64 1.55 1.00 2.50 1.92 5.05 1.66 0.00 1.11 1.29 3.37 1.86 0.83 3.09 1.74 3.99 1.10 0.77 0.89 1.11 2.60 0.44 0.39 3.06 1.30 2.76 4.49 5.14 0.68 0.44 3.83 1.64 0.42 0.54 1.98 1.55 0.00 1.28 1.74 3.41 0.56 1.63 4.00 1.83 0.68 1.87 1.71 3.21 0.89 1.40 2.46 1.98 3.52 2.27 1.36 0.94 0.94 0.80 1.37 0.00 1.83 0.46 2.57 2.88 3.58 1.63 0.48 1.20 2.58 2.54 0.70 1.40 2.62 2.37 5.10 0.88 0.55 0.90 1.49 0.00 0.00 0.88 2.40 2.66 2.55 2.18 2.34 3.47 4.16 11.18 0.00 1.19 0.46 0.90 0.36 1.07 0.81 1.11 1.39 2.07 0.75 2.78 2.61 0.00 0.00 1.06 1.57 1.32 0.99 0.00 1.62 4.15 1.94 0.00 1.25 0.56 3.00 2.68 2.03 0.74 1.98 4.28 5.48 2.08 1.25 1.30 0.00 1.37 1.59 3.98 9.26 0.00 0.00 1.38 2.74 2.36 2.86 0.70 0.68 2.30 6.60 1.85 0.61 2.80 2.49 5.13 2.47 0.99 1.06 2.37 6.17 1.12 0.74 2.07 2.49 4.83 4.07 0.99 2.41 2.69 3.11 0.00 0.78 2.38 2.49 1.14 3.43 0.00 0.59 2.85 3.02 2.49 0.00 0.62 1.34 2.59 6.45 0.83 0.65 2.24 4.90 0.00 1.20 0.61 2.28 4.17 2.44 1.30 0.38 2.08 8.27 0.00 0.00 0.00 1.12 3.34 0.00 0.52 1.50 4.02 6.76 0.00 0.94 3.62 3.35 7.47 2.94 2.80 1.14 3.15 5.86 0.00 0.00 3.04 1.14 7.14 3.77 0.81 1.70 1.16 4.03 1.09 0.97 2.49 0.60 1.05 2.35 1.93 0.93 1.05 2.35 1.77 1.12 0.64 1.13 0.99 1.25 0.97 2.28 0.92 0.00 0.52 1.66 1.98 0.98 2.02 2.06 0.00 0.00 1.47 1.40 2.26 4.02 0.81 3.50 2.91 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Descending 2024 Rate Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 PRIMARY STREET FROM TO 22 1.78 1.26 0.54 0.00 1.23 0.95 20 3.21 2.63 1.94 3.37 0.90 0.95 18 4.00 2.45 0.57 0.00 1.30 0.69 COL RATE 16 14 12 6.19 3.63 6.40 1.75 3.60 1.32 0.30 0.00 0.78 1.48 0.00 0.00 1.65 2.11 1.18 0.60 0.92 0.28 10 3.42 0.14 0.94 6.85 0.61 0.33 08 5.68 1.14 1.37 4.76 0.55 0.65 0.85 7.83 2.49 0.98 0.99 SHEA GREENWAY-HAYDEN VIA DE VENTURA 92ND BELL SCOTTSDALE 70TH SCOTTSDALE VIA LINDA RAINTREE HAYDEN PINNACLE PEAK SCOTTSDALE FRANK LLOYD WRIGHT HAYDEN FRANK LLOYD WRIGHT PERIMETER HAPPY VALLEY 24 1.07 1.05 1.03 1.03 1.02 0.97 64TH GOLDWATER CAMELBACK CACTUS VIA LINDA FRANK LLOYD WRIGHT MOUNTAIN VIEW DEER VALLEY INDIAN SCHOOL SCOTTSDALE MCDOWELL INDIAN SCHOOL MILLER 101 FREEWAY MOUNTAIN VIEW 92ND/100TH SCOTTSDALE SCOTTSDALE SCOTTSDALE MCDONALD OAK CAMELBACK HAYDEN 94TH SHEA THOMPSON PEAK HAYDEN MILLER DRINKWATER LINCOLN 0.95 0.94 0.94 0.93 0.93 0.92 0.92 0.91 0.91 0.91 0.13 1.28 1.70 1.05 0.53 0.29 1.03 0.00 1.02 0.90 0.00 2.63 1.70 0.75 0.93 0.89 0.31 1.05 3.49 1.99 0.48 1.37 2.63 0.88 0.89 0.60 0.79 0.00 4.35 2.56 0.16 3.07 2.85 1.25 0.60 0.30 0.65 0.00 5.69 1.67 0.00 1.23 2.65 1.68 0.63 0.00 0.75 0.00 5.64 1.08 0.00 1.01 4.17 0.39 0.85 1.25 0.69 0.00 3.91 1.78 0.30 1.57 2.27 1.14 0.33 0.00 0.33 0.00 5.30 1.29 0.00 1.65 1.39 0.70 0.15 0.29 0.58 1.00 4.24 3.53 1.59 0.56 1.16 0.00 3.26 2.50 9.53 6.37 3.79 2.13 SCOTTSDALE MILLER GREENWAY-HAYDEN CAMELBACK 90TH HAYDEN MCDOWELL SCOTTSDALE 68TH MILLER SHEA CAMELBACK FRANK LLOYD WRIGHT 64TH VIA LINDA REDFIELD SCOTTSDALE LINCOLN OAK MCDOWELL CHOLLA CHAPARRAL BELL 68TH MOUNTAIN VIEW RAINTREE MILLER INDIAN BEND THOMAS OAK 0.90 0.88 0.88 0.88 0.88 0.87 0.86 0.84 0.83 0.83 1.64 1.32 1.27 1.44 1.34 1.61 1.17 0.56 0.94 0.38 2.31 1.32 0.80 1.30 0.84 1.18 2.31 0.41 0.24 0.74 3.11 0.96 1.19 0.99 1.06 1.49 2.07 0.40 1.52 1.33 2.93 0.00 0.60 1.15 1.66 2.62 1.99 0.72 0.94 0.31 3.36 2.28 0.00 1.23 2.95 1.10 2.48 0.85 0.58 2.64 1.45 0.00 0.43 0.96 2.93 0.32 1.46 0.25 1.01 1.34 3.46 1.26 0.24 0.72 1.87 0.32 0.99 0.59 0.55 0.64 2.59 2.44 0.00 0.35 1.82 1.03 1.37 0.73 0.47 2.36 4.03 3.74 1.23 3.04 1.64 2.51 3.09 4.47 1.42 0.00 1.79 0.86 4.14 1.63 1.71 2.81 0.00 1.22 RAINTREE RAINTREE BELL RAINTREE THOMAS MCCORMICK JOMAX CHAPARRAL HAYDEN THOMPSON PEAK 92ND NORTHSIGHT 101 FREEWAY 101 FREEWAY 56TH SCOTTSDALE SCOTTSDALE SCOTTSDALE SHEA SCOTTSDALE THOMPSON PEAK 101 FREEWAY 94TH 90TH/REDFIELD 60TH HAYDEN PIMA MILLER CACTUS HAYDEN 0.83 0.82 0.82 0.81 0.81 0.80 0.80 0.79 0.76 0.75 1.53 0.60 1.04 0.83 1.25 1.17 0.38 3.89 0.57 0.77 0.59 3.03 0.67 0.00 1.24 0.55 0.52 1.74 0.27 1.67 1.55 3.50 0.50 1.21 1.14 1.26 0.62 1.65 0.78 0.84 0.00 3.69 1.14 1.21 1.05 0.23 0.80 0.81 0.65 0.81 1.14 3.74 1.21 0.43 1.47 0.64 2.11 0.68 0.58 0.58 0.00 4.24 1.00 0.77 0.93 0.60 2.28 0.49 0.63 0.50 0.00 2.99 2.37 0.74 0.64 0.96 0.00 1.87 0.29 0.51 0.00 2.23 0.00 0.00 0.80 0.00 0.86 1.60 0.47 0.29 0.54 4.35 0.28 1.07 1.55 0.31 0.86 1.53 0.61 0.91 0.00 2.42 SHEA INDIAN SCHOOL PRINCESS CHAPARRAL SCOTTSDALE FRANK LLOYD WRIGHT HAYDEN PIMA ROOSEVELT 68TH FRANK LLOYD WRIGHT GOLDWATER PERIMETER HAYDEN MAYO 90TH 101 FREEWAY PINNACLE PEAK HAYDEN CAMELBACK 124TH SCOTTSDALE 101 FREEWAY GRANITE REEF 101 FREEWAY 92ND/100TH THOMPSON PEAK HAPPY VALLEY GRANITE REEF CHAPARRAL 0.75 0.75 0.75 0.74 0.73 0.73 0.72 0.72 0.72 0.70 0.78 1.80 0.00 1.34 1.20 0.31 0.43 0.48 0.61 1.00 0.56 2.48 0.87 0.89 0.61 1.84 0.99 0.66 1.19 0.00 0.45 5.03 0.00 1.77 1.62 1.01 0.68 0.42 0.00 1.56 0.41 3.65 0.00 1.50 1.81 0.62 0.86 0.19 2.19 2.18 0.45 1.45 0.48 0.23 1.65 0.31 0.61 0.00 1.07 0.66 1.00 5.48 0.00 1.39 2.32 0.93 0.43 0.27 0.00 0.00 0.72 2.70 0.00 1.71 1.47 0.59 0.23 0.67 1.01 1.34 0.34 3.88 0.00 2.30 0.45 3.21 0.56 1.44 0.82 2.31 0.00 2.38 0.00 0.52 0.23 1.00 0.55 0.78 0.20 0.70 1.05 2.52 0.66 HAYDEN GRANITE REEF 68TH HAYDEN HAPPY VALLEY MCDOWELL THOMPSON PEAK DYNAMITE THUNDERBIRD SCOTTSDALE BELL CHAPARRAL INDIAN SCHOOL ROOSEVELT SCOTTSDALE 68TH HAYDEN 56TH 90TH 101 FREEWAY PRINCESS MCDONALD CAMELBACK MCDOWELL PIMA SCOTTSDALE PIMA 64TH 92ND THOMPSON PEAK 0.70 0.70 0.69 0.68 0.68 0.68 0.68 0.67 0.67 0.66 0.78 1.20 2.90 1.31 0.33 1.07 0.53 0.13 0.00 0.97 0.00 1.80 1.45 1.62 0.70 3.55 0.44 0.29 2.24 1.41 0.00 2.04 1.70 1.29 0.25 2.48 0.68 0.38 0.79 1.51 0.39 2.14 0.32 1.23 0.51 2.22 0.34 0.53 0.00 1.38 0.00 3.25 0.87 1.24 0.33 2.18 0.58 0.29 0.00 0.85 0.00 1.33 1.91 1.37 0.96 2.85 0.36 1.11 0.00 0.32 0.23 1.77 1.33 1.34 0.88 1.60 0.44 0.96 0.00 0.85 0.24 1.69 0.66 1.36 2.28 1.82 0.22 0.23 0.00 0.87 1.71 2.09 1.00 0.00 5.45 0.11 0.00 0.00 0.75 2.08 1.84 1.17 1.05 1.96 0.30 0.48 2.33 1.48 MCKELLIPS MOUNTAIN VIEW 96TH HAYDEN MILLER GRANITE REEF MILLER 96TH SHEA MCKELLIPS WILLIAMS INDIAN SCHOOL HAYDEN VIA LINDA CHOLLA ROOSEVELT PINNACLE PEAK CAMELBACK 0.66 0.66 0.66 0.65 0.64 0.64 1.17 0.22 0.00 1.40 0.51 1.96 1.51 1.21 0.82 1.21 0.48 0.00 1.97 1.48 0.33 1.27 1.66 0.60 2.14 0.00 0.67 1.15 1.10 1.40 0.84 2.61 0.00 0.42 0.00 0.00 2.49 0.57 0.77 0.64 0.00 1.25 1.05 0.00 1.39 0.95 0.00 1.25 0.77 1.57 0.00 0.92 0.52 2.38 1.35 0.38 0.67 1.17 3.40 2.11 1.93 2.73 2024 Traffic Volume and Collision Data Page 97 06 04 0.67 2.44 3.02 2.56 2.04 0.59 1.30 1.16 1.03 0.58 0.00 1.71 0.97 0.00 0.52 0.98 0.88 4.47 2.11 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Descending 2024 Rate Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 PRIMARY STREET FROM TO 22 0.57 0.49 0.80 0.46 20 0.57 0.62 0.55 0.43 18 0.68 0.30 0.95 1.99 COL RATE 16 14 12 0.29 0.23 0.50 1.21 0.69 0.37 0.00 0.29 0.00 0.98 1.17 1.19 10 0.54 0.35 0.00 0.00 08 0.00 0.65 0.34 0.00 1.00 0.00 PINNACLE PEAK CAREFREE THOMPSON PEAK 136TH MILLER 56TH HORSESHOE CANYON SHEA PIMA 60TH WINDGATE PASS VIA LINDA 24 0.64 0.63 0.63 0.62 CHAPARRAL 94TH/THOMPSON PEAK FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT CACTUS RAINTREE CACTUS DYNAMITE INDIAN BEND DOUBLETREE GRANITE REEF THUNDERBIRD SCOTTSDALE CACTUS SCOTTSDALE THOMPSON PEAK 84TH PIMA HAYDEN SCOTTSDALE PIMA FRANK LLOYD WRIGHT GREENWAY-HAYDEN 100TH HAYDEN FRANK LLOYD WRIGHT 101 FREEWAY ALMA SCHOOL PIMA VIA LINDA 0.62 0.61 0.61 0.61 0.60 0.60 0.60 0.58 0.58 0.58 0.45 0.39 1.16 0.66 0.63 2.21 0.62 0.15 0.97 1.92 1.38 0.90 1.49 0.82 0.91 2.14 1.52 0.46 0.68 1.08 2.11 1.31 1.88 0.25 1.02 0.60 1.27 0.66 0.38 0.66 2.45 4.42 1.91 0.37 0.70 0.00 0.91 0.56 1.86 0.53 1.90 2.30 1.53 0.45 1.05 2.03 0.65 0.68 1.78 1.00 2.31 0.48 1.03 0.49 1.18 1.39 0.94 0.34 0.51 0.70 0.82 3.10 1.13 0.71 0.58 1.34 0.40 0.53 0.96 0.40 1.82 3.08 1.48 1.01 2.28 2.61 1.22 1.08 1.96 0.44 0.00 1.38 0.84 7.31 1.74 0.60 0.89 0.84 0.30 0.51 1.26 1.51 1.77 1.19 SCOTTSDALE GRAYHAWK SCOTTSDALE CACTUS HAYDEN SCOTTSDALE PIMA MCDONALD DYNAMITE PIMA DIXILETA SCOTTSDALE GREENWAY-HAYDEN 64TH VIA DE VENTURA ASHLER HILLS CHAPARRAL GRANITE REEF ALMA SCHOOL WESTLAND/LEGEND LONE MOUNTAIN HAYDEN PARADISE SCOTTSDALE VIA LINDA WESTLAND MCDONALD PIMA 136TH STAGECOACH PASS 0.57 0.56 0.55 0.55 0.55 0.54 0.53 0.52 0.52 0.52 0.80 0.49 0.56 0.55 0.89 0.27 0.00 1.23 0.90 0.45 0.39 0.41 0.74 0.67 0.71 0.74 0.60 1.01 0.48 0.17 0.28 0.44 1.18 0.96 0.78 0.47 0.76 2.56 0.58 0.42 0.40 0.94 1.21 1.16 0.90 0.48 1.66 1.52 0.12 0.25 0.23 0.00 0.48 1.59 1.05 0.13 0.31 1.78 0.11 0.08 0.47 0.00 0.80 2.03 0.77 0.26 0.68 1.04 0.18 0.00 0.10 2.21 1.06 0.58 0.33 0.35 0.71 1.54 0.26 0.09 0.00 0.94 0.34 0.25 0.85 2.48 0.71 1.00 0.12 0.00 1.38 0.08 0.00 1.18 0.65 1.27 0.78 0.45 2.18 0.07 0.24 PIMA SCOTTSDALE SCOTTSDALE HAYDEN PIMA PIMA SCOTTSDALE SCOTTSDALE MOUNTAIN VIEW VIA LINDA MCDOWELL DEER VALLEY CAMELBACK VIA LINDA HUALAPAI LEGACY THUNDERBIRD CHOLLA 92ND 96TH THOMAS WILLIAMS CHAPARRAL MOUNTAIN VIEW THOMPSON PEAK HUALAPAI BUTHERUS CACTUS 96TH MOUNTAIN VIEW 0.51 0.50 0.49 0.49 0.48 0.47 0.47 0.47 0.47 0.46 0.29 0.57 1.10 1.24 0.33 0.26 0.94 0.82 2.85 0.53 0.29 0.41 4.52 0.62 0.10 0.32 1.62 0.63 0.57 0.27 0.76 0.38 4.23 0.68 0.38 0.39 1.80 0.74 1.69 0.52 0.42 0.39 4.37 0.86 0.67 0.26 1.30 0.85 0.85 1.04 0.65 0.84 5.82 1.38 1.01 0.26 1.34 0.56 0.66 1.51 0.00 0.43 3.94 0.79 0.19 0.14 1.57 0.32 1.69 0.93 0.00 0.29 4.53 0.69 0.10 0.00 0.80 0.46 0.00 0.88 0.00 0.00 0.00 4.45 0.52 0.53 0.26 1.82 0.48 0.00 0.33 4.73 3.08 1.41 1.44 MOUNTAIN VIEW FRANK LLOYD WRIGHT SCOTTSDALE SCOTTSDALE 64TH SCOTTSDALE MCDONALD CAREFREE SCOTTSDALE CACTUS HAYDEN VIA LINDA MCCORMICK LONE MOUNTAIN THOMAS JOMAX SCOTTSDALE 60TH CHAPARRAL HAYDEN 90TH CACTUS DOUBLETREE ASHLER HILLS OSBORN DYNAMITE HAYDEN SCOTTSDALE MCDONALD 84TH 0.46 0.45 0.45 0.45 0.45 0.44 0.43 0.43 0.42 0.42 0.56 0.76 0.36 0.00 0.97 0.35 0.36 0.47 1.06 0.42 0.78 1.54 0.88 0.12 0.33 0.12 1.38 0.76 1.57 0.54 1.37 1.34 0.73 0.09 0.21 0.19 1.20 0.32 1.04 0.38 0.60 1.64 0.82 0.36 0.39 0.10 0.85 0.45 1.42 0.49 0.57 1.09 1.05 0.00 0.00 0.20 0.27 0.24 0.74 1.01 1.20 1.29 1.10 0.45 0.58 0.00 1.03 0.78 0.88 0.38 0.79 0.98 0.88 0.81 1.04 0.09 1.16 0.81 1.13 1.01 1.03 1.05 0.95 0.44 1.03 0.28 1.78 0.44 1.42 0.35 1.49 2.70 0.37 2.17 3.56 HAYDEN DYNAMITE THOMPSON PEAK DYNAMITE THUNDERBIRD/REDFIELD HAYDEN THOMPSON PEAK SHEA 64TH THOMAS MCCORMICK SCOTTSDALE BELL 64TH SCOTTSDALE CHAPARRAL PIMA 96TH SHEA 60TH VIA DE VENTURA PIMA LEGACY SCOTTSDALE 76TH MCDONALD WINDGATE PASS VIA LINDA CHOLLA 64TH 0.42 0.41 0.41 0.41 0.40 0.40 0.40 0.40 0.40 0.40 0.45 0.31 0.30 0.58 0.32 0.51 0.24 0.55 0.00 0.84 0.54 0.54 0.45 0.27 0.96 0.79 0.59 0.53 0.88 1.12 0.39 0.31 0.41 0.13 1.39 0.90 0.93 0.36 0.00 1.20 0.88 0.47 0.65 0.71 1.39 0.82 0.71 0.41 0.85 0.90 0.60 0.35 0.28 0.00 1.80 1.43 1.15 0.43 0.88 0.46 0.62 0.66 0.24 0.00 0.64 0.40 0.71 0.85 0.00 2.25 1.02 0.16 0.00 0.30 0.64 0.56 0.19 0.75 0.00 0.63 0.77 0.00 0.59 0.26 0.97 0.64 0.88 0.44 0.00 0.99 1.16 0.39 0.57 1.18 VIA LINDA 94TH SHEA MCDOWELL WESTLAND PIMA INDIAN SCHOOL BELL VIA DE VENTURA SWEETWATER 124TH 64TH SCOTTSDALE THOMAS 60TH 94TH HAYDEN THUNDERBIRD 130TH 68TH PIMA INDIAN SCHOOL 64TH 98TH 0.39 0.39 0.39 0.39 0.37 0.37 0.37 0.36 0.00 0.00 0.27 1.36 0.57 0.00 0.77 1.12 0.26 0.21 0.34 1.47 0.39 0.00 0.33 0.56 0.36 0.28 0.66 1.38 0.31 0.42 0.63 0.81 0.00 0.00 0.77 0.87 0.12 1.39 1.23 0.57 0.73 1.18 0.11 0.36 0.49 0.88 0.28 0.00 0.00 1.35 0.41 0.89 0.25 1.07 1.28 0.00 0.68 0.43 0.20 0.31 0.98 0.00 0.00 0.00 1.32 0.00 0.00 0.71 0.00 0.00 0.45 0.39 0.00 0.83 0.35 1.03 1.37 0.00 0.71 0.77 2024 Traffic Volume and Collision Data Page 98 06 04 2.24 1.41 0.61 1.08 1.77 1.52 1.42 1.05 1.81 0.19 2.00 0.23 1.72 2.26 2.33 0.28 0.18 2.00 1.03 2.25 1.54 0.62 0.09 2.65 0.26 1.20 0.30 0.66 1.95 0.43 0.82 1.11 1.11 1.18 0.00 0.63 2.66 2.57 0.65 0.52 0.30 1.07 1.44 0.78 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Descending 2024 Rate Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 PRIMARY STREET FROM TO 20 0.27 0.56 COL RATE 18 16 14 12 0.46 0.40 0.09 0.39 0.29 0.62 0.21 0.71 10 0.39 0.21 08 0.55 0.60 06 04 0.63 0.50 1.06 0.92 0.00 0.65 1.20 0.00 0.31 0.38 0.20 2.15 1.19 0.21 0.00 0.45 1.81 1.07 0.72 1.12 0.83 0.48 0.41 0.00 0.00 0.49 0.00 0.61 0.46 0.92 0.00 0.19 1.10 2.03 7.02 0.91 2.12 1.33 1.11 0.34 1.05 3.42 0.71 1.51 HAPPY VALLEY INDIAN SCHOOL PIMA 64TH ALMA SCHOOL 68TH 24 22 0.35 0.43 0.35 1.35 PIMA PIMA PIMA HAYDEN SCOTTSDALE FRANK LLOYD WRIGHT THOMPSON PEAK SCOTTSDALE HAYDEN INDIAN BEND INDIAN BEND HAPPY VALLEY DYNAMITE CAMELBACK DYNAMITE RAINTREE MCDOWELL MTN RANCH DOUBLETREE SWEETWATER SCOTTSDALE VIA DE VENTURA JOMAX DIXILETA CHAPARRAL DIXILETA THUNDERBIRD BELL MOUNTAIN VIEW REDFIELD HAYDEN 0.35 0.34 0.33 0.32 0.31 0.31 0.30 0.30 0.30 0.30 0.31 0.20 0.37 0.67 0.31 0.40 0.79 0.69 0.00 0.83 0.29 0.54 0.31 0.24 0.14 0.42 1.13 0.56 0.41 0.46 0.81 0.31 0.61 0.10 0.12 0.89 0.76 0.34 0.28 0.45 0.81 0.23 0.26 0.58 0.43 0.00 0.62 1.03 0.77 0.51 0.51 0.16 0.35 0.34 0.00 0.72 1.35 0.65 0.36 1.27 0.00 0.66 0.00 0.38 0.00 0.85 0.57 1.89 0.62 1.01 0.00 0.00 0.39 0.48 0.30 0.00 1.39 1.28 0.21 0.00 CACTUS RAINTREE PIMA WESTLAND PIMA SHEA LEGACY PIMA LEGACY THOMPSON PEAK 96TH 90TH/REDFIELD THOMPSON PEAK PIMA MCDONALD 130TH PIMA JOMAX 94TH LEGACY 100TH 92ND PINNACLE PEAK STAGECOACH INDIAN BEND 136TH 94TH DYNAMITE THOMPSON PEAK HORSESHOE CANYON 0.30 0.28 0.27 0.27 0.27 0.27 0.25 0.23 0.22 0.22 0.00 0.28 0.49 0.00 0.29 0.37 0.22 0.25 0.24 0.63 0.33 0.00 0.66 0.00 0.29 0.38 0.21 0.68 0.21 0.00 0.52 0.24 0.75 0.00 0.23 0.45 0.57 0.21 0.19 0.00 0.55 0.75 0.47 0.49 0.49 0.34 0.72 0.21 0.23 0.72 0.00 0.53 0.21 0.00 0.48 0.86 0.59 0.00 1.00 0.00 0.66 0.00 0.38 0.00 0.62 0.86 0.73 0.15 0.62 0.00 0.56 0.48 0.39 0.00 0.00 0.75 0.00 0.00 0.00 0.00 0.00 0.00 SCOTTSDALE HAYDEN 100TH HAYDEN 94TH MILLER FRANK LLOYD WRIGHT 64TH HAYDEN HAYDEN GRAYHAWK MOUNTAIN VIEW FRANK LLOYD WRIGHT MCDONALD CHOLLA DEER VALLEY 100TH OAK GRAYHAWK THOMPSON PEAK DEER VALLEY SHEA THOMPSON PEAK INDIAN BEND CACTUS WILLIAMS THUNDERBIRD THOMAS DEER VALLEY GRAYHAWK 0.22 0.21 0.20 0.18 0.18 0.18 0.18 0.16 0.16 0.14 0.14 0.43 0.37 0.72 0.00 0.44 0.73 0.80 0.16 0.13 0.11 0.47 0.52 0.44 0.00 0.59 0.57 1.11 0.36 0.53 0.14 0.63 0.86 0.36 0.00 0.00 1.20 1.30 0.17 0.27 0.55 0.76 0.52 0.25 0.19 0.91 0.19 0.81 0.33 0.29 0.34 0.68 0.61 0.39 0.45 0.77 0.24 0.75 0.34 0.00 0.43 1.09 1.59 0.42 0.48 0.00 0.20 0.00 0.00 0.33 0.14 0.49 0.97 0.51 0.45 0.00 0.00 1.07 1.38 0.26 0.62 1.80 1.03 0.43 0.90 0.19 0.35 0.33 0.59 0.00 0.44 0.75 1.17 0.80 1.17 THOMPSON PEAK SCOTTSDALE PIMA SHEA HAYDEN SCOTTSDALE SHEA SCOTTSDALE PIMA 68TH 100TH HAPPY VALLEY LONE MOUNTAIN VIA LINDA CACTUS INDIAN BEND 136TH MCKELLIPS DIXILETA CONTINENTAL MCDOWELL MTN RANCH JOMAX WESTLAND/LEGEND FRANK LLOYD WRIGHT SWEETWATER MCCORMICK 142ND ROOSEVELT LONE MOUNTAIN MCDOWELL 0.13 0.12 0.12 0.12 0.11 0.11 0.11 0.09 0.09 0.00 0.00 0.27 0.15 0.74 0.81 0.19 0.29 0.16 0.30 0.00 0.08 0.20 0.36 0.44 0.61 0.62 0.27 0.25 0.10 1.26 0.16 0.19 0.16 0.45 0.50 0.66 0.36 0.17 0.15 0.56 0.32 0.29 0.00 0.70 0.38 0.72 0.29 0.08 0.00 0.62 0.00 0.00 0.20 1.09 0.27 0.68 0.13 0.16 0.18 1.39 0.00 0.09 0.00 0.62 0.29 0.63 0.38 0.33 0.19 0.68 0.22 0.09 0.15 0.99 0.00 0.90 0.46 0.00 0.00 2.19 0.12 0.26 0.00 0.06 1.01 0.06 0.20 1.38 1.05 0.93 0.00 0.16 0.55 5.22 0.31 0.53 0.27 1.15 1.11 1.79 1.69 SCOTTSDALE MILLER GRANITE REEF 94TH 94TH 96TH 96TH 96TH 100TH 104TH WESTLAND MCKELLIPS OAK CACTUS BELL VIA LINDA CHOLLA SWEETWATER CACTUS CACTUS CAREFREE ROOSEVELT THOMAS SWEETWATER LEGACY MOUNTAIN VIEW CACTUS THUNDERBIRD SWEETWATER SWEETWATER 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.25 2.07 0.22 1.48 0.00 0.46 2.94 0.00 0.00 0.00 0.91 1.00 0.43 0.25 0.00 0.46 0.00 0.00 0.00 1.25 3.11 3.11 0.00 0.73 0.87 0.00 0.81 0.72 0.00 0.83 0.41 0.87 0.21 0.30 0.00 0.68 0.00 0.81 0.00 1.15 0.00 3.91 0.00 0.00 0.00 0.00 1.71 0.00 0.00 0.58 0.98 1.96 0.43 0.70 0.00 0.00 0.00 1.83 0.00 0.78 0.00 0.00 0.43 0.00 0.00 0.00 0.00 3.78 4.21 0.00 1.61 0.00 0.00 2.45 3.27 9.13 0.00 0.74 0.40 0.00 0.00 1.77 0.00 0.00 1.96 0.94 0.00 1.89 0.00 ALMA SCHOOL 114TH/117TH 130TH/132ND CONTINENTAL OAK VIA LINDA MOUNTAIN VIEW CHOLLA CACTUS CACTUS HAPPY VALLEY MOUNTAIN VIEW SHEA 68TH 60TH 132ND 117TH 92ND 100TH 104TH JOMAX SHEA VIA LINDA SCOTTSDALE 64TH 136TH 124TH 96TH 104TH FRANK LLOYD WRIGHT 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.66 0.00 0.00 0.00 0.00 2.00 0.00 1.49 0.00 0.00 0.00 0.79 0.00 0.00 0.00 1.50 0.00 0.00 0.46 0.15 0.00 0.00 0.00 0.96 0.00 1.00 0.00 1.11 0.35 0.60 0.00 0.76 0.00 1.99 0.00 3.00 0.00 0.35 0.00 0.98 0.00 0.00 0.00 3.91 0.00 0.00 4.21 0.84 0.00 0.64 0.00 0.00 0.00 0.00 1.05 0.82 0.00 1.61 0.00 0.00 0.93 0.78 1.05 1.39 1.52 0.00 0.00 0.00 0.00 4.06 0.00 0.00 0.00 0.00 1.78 0.00 0.94 1.74 0.00 0.00 0.00 3.04 0.00 0.00 0.82 0.87 2.15 2024 Traffic Volume and Collision Data Page 99 1.37 0.42 0.00 0.89 2.06 1.07 0.83 1.52 0.00 1.71 0.00 0.00 1.61 0.00 1.71 0.00 Scottsdale Traffic Engineering, February 2026 2024-2004 Segment Collision Rate Comparison, Sorted by Descending 2024 Rate Average Segment Collision Rates: 2024=1.11 2022=1.17 2020=1.38 2018=1.53 2016=1.50 2014=1.35 2012=1.31 2010=1.27 2008=1.28 2006=1.87 2004=1.84 PRIMARY STREET FROM TO 22 20 0.00 0.00 0.00 0.00 0.00 1.22 1.37 0.00 0.00 1.71 0.00 2.15 2.49 0.00 4.98 0.00 0.00 0.00 0.00 0.00 1.25 0.00 0.00 0.00 0.00 0.00 0.00 11.32 0.00 0.00 1.22 0.00 0.90 0.00 0.00 0.00 0.00 0.00 0.00 0.90 0.00 0.00 0.00 0.00 0.40 0.00 0.68 2.28 0.72 0.00 0.49 0.11 0.00 SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER THUNDERBIRD THUNDERBIRD THUNDERBIRD BELL WILLIAMS 89TH 94TH 96TH 100TH 104TH 92ND 94TH 96TH PERIMETER SCOTTSDALE 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 94TH 96TH FRANK LLOYD WRIGHT 101 FREEWAY MILLER 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 DIXILETA LONE MOUNTAIN STAGECOACH SCOTTSDALE SCOTTSDALE PIMA PIMA PIMA LEGEND 0.00 0.72 0.00 0.60 0.00 0.00 2024 Traffic Volume and Collision Data Page 100 18 COL RATE 16 14 12 24 0.33 0.33 0.62 0.34 0.26 0.00 0.95 0.95 0.00 10 08 06 04 0.00 0.00 0.00 2.74 0.00 0.00 0.00 0.00 1.43 0.00 0.00 0.00 0.00 2.28 0.00 0.00 1.89 0.00 0.59 0.00 0.00 0.00 0.00 0.00 0.00 1.89 0.00 0.00 0.00 0.00 0.00 0.00 6.09 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 3.91 1.07 0.00 0.28 0.00 0.00 0.27 0.00 1.52 0.30 2.03 0.00 0.00 0.29 0.00 3.22 0.00 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 101 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data Volume Data 2024-2022 Segment Traffic Volume Comparison 2024-2022 Volume Comparison, Sorted by Location 2024 Traffic Volume and Collision Data Page 102 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Location 24 22 % VOLUME VOLUME CHANGE PRIMARY STREET FROM TO 60TH OAK THOMAS 1,000 1,000 0% 64TH 64TH 64TH 64TH MCDOWELL OAK THOMAS OSBORN OAK THOMAS OSBORN INDIAN SCHOOL 20,700 17,300* 18,100* 17,100* 22,000 20,600 16,600 15,300 -6% -16% 9% 12% 64TH 64TH SHEA CHOLLA CHOLLA CACTUS 6,700 7,700 6,100 4,300 10% 79% 68TH 68TH 68TH 68TH 68TH 68TH 68TH CONTINENTAL MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 7,900 9,500 9,900 10,900* 10,000* 15,900 7,800 7,400 11,200 11,700 11,300 14,400 12,300 8,200 7% -15% -15% -4% -31% 29% -5% GOLDWATER GOLDWATER GOLDWATER CAMELBACK INDIAN SCHOOL SCOTTSDALE CHAPARRAL CAMELBACK INDIAN SCHOOL 21,600 17,100 11,600 24,200 18,900 11,100 -11% -10% 5% SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY 30,700* 31,100* 36,300 33,100 30,600 12,200* 23,400* 33,300 42,100 42,300 45,600 41,000 39,200 43,900 29,200 39,400 40,800 43,100 43,000 40,300 34,600 34,600 38,100 39,800 29,500 44,200 41,300 38,300 36,800 38,000 29,900 32,500 34,200 28,100 28,100 28,000 25,700 22,000 21,700 32,300 30,800 42,700 49,300 39,900 38,100 42,200 36,500 38,400 40,100 45,200 42,000 42,600 37,200 34,100 34,600 44,500 41,500 40,400 33,900 35,400 39,000 33,400 25,200 35,900 -10% 11% 29% 18% 19% -45% 8% 3% 37% -1% -8% 3% 3% 4% -20% 3% 2% -5% 2% -5% -7% 1% 10% -11% -29% 9% 22% 8% -6% 14% 19% -9% *Estimated Volume 2024 Traffic Volume and Collision Data Page 103 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Location PRIMARY STREET FROM TO 24 22 % VOLUME VOLUME CHANGE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND CAREFREE 36,600 31,200 26,300 24,100 24,600 22,800 20,100 32,800 27,300 26,500 24,000 23,900 20,500 18,100 12% 14% -1% 0% 3% 11% 11% DRINKWATER DRINKWATER DRINKWATER SCOTTSDALE OSBORN INDIAN SCHOOL OSBORN INDIAN SCHOOL SCOTTSDALE 6,300 9,000* 6,900* 6,900 8,100 9,400 -9% 11% -27% MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 5,100 6,800 6,600 7,700 9,100 8,900 11,300 6,200 6,100 7,100 7,300 8,500 11,500 11,500 12,800 8,300 -16% -4% -10% -9% -21% -23% -12% -25% HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT 25,300 24,000 24,600 27,400 25,400 20,100 24,800 26,000 27,200 29,400 29,400* 28,000* 24,000 27,800 25,900 23,500 24,000 19,900 23,600* 20,400* 21,500 23,500 20,900 22,700 27,800 30,900 18,200 27,700 32,700 29,500 28,300 27,400 26,000 18,000 14,700 19,100 21,500 20,400 21,000 23,400 14,400 18,300 8% 15% 8% -1% -18% 10% -10% -20% -8% 4% 7% 8% 33% 89% 36% 9% 18% -5% 1% 42% 17% GREENWAY-HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY 23,300 19,600 18,300 27,700 18,600 17,400 21,600 17,600 15,100 20,800 20,200 16,900 8% 11% 21% 33% -8% 3% MILLER MILLER DEER VALLEY WILLIAMS WILLIAMS PINNACLE PEAK 15,400 12,800 12,500 10,700 23% 20% GRANITE REEF ROOSEVELT MCDOWELL 3,400 2,400 42% *Estimated Volume 2024 Traffic Volume and Collision Data Page 104 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Location PRIMARY STREET FROM TO 24 22 % VOLUME VOLUME CHANGE GRANITE REEF GRANITE REEF GRANITE REEF MCDOWELL OAK THOMAS OAK THOMAS OSBORN 3,500 2,900 1,600* 3,100 2,700 2,100 13% 7% -24% GRANITE REEF GRANITE REEF GRANITE REEF INDIAN SCHOOL CAMELBACK CHAPARRAL CAMELBACK CHAPARRAL MCDONALD 4,300* 2,900* 5,900* 2,800 2,800 5,700 54% 4% 4% NORTHSIGHT/THUNDERBIRD NORTHSIGHT 90TH RAINTREE RAINTREE HAYDEN 10,100 17,400 7,800 14,500 29% 20% PERIMETER BELL PRINCESS 5,100 2,600 96% PIMA PIMA PIMA PIMA PIMA PIMA MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA 5,400* 7,400* 7,900* 7,800* 10,100* 11,900 4,800 6,600 7,400 6,900 9,400 8,900 13% 12% 7% 13% 7% 34% PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA 101 FREEWAY LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND STAGECOACH PASS 37,800* 33,700 31,500 40,100 41,800 25,800 24,000 16,400 15,400 15,200 12,300 43,900 35,200 33,300 37,100 37,300 22,500 22,100 18,500 13,500 12,300 10,100 -14% -4% -5% 8% 12% 15% 9% -11% 14% 24% 22% 90TH 90TH VIA LINDA MOUNTAIN VIEW MOUNTAIN VIEW SHEA 18,200 16,600 19,000 19,600 -4% -15% 92ND 92ND MOUNTAIN VIEW SHEA SHEA CHOLLA 15,900 16,000 12,600 16,100 26% -1% 92ND 92ND THUNDERBIRD RAINTREE RAINTREE FRANK LLOYD WRIGHT 2,300 2,300* 2,100 2,100 10% 10% 94TH 94TH 94TH 94TH/THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CHOLLA CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON WINDGATE PASS 12,800 13,700 14,100 17,500 22,400 35,400* 16,800* 14,100 13,000 11,400 13,800 12,200 11,400 13,700 18,300 26,500 12,900 11,600 9,200 9,000 -7% 12% 24% 28% 22% 34% 30% 22% 41% 27% 94TH BELL LEGACY 4,800* 5,100 -6% 2024 Traffic Volume and Collision Data Page 105 *Estimated Volume Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Location PRIMARY STREET FROM TO 24 22 % VOLUME VOLUME CHANGE 96TH 96TH 96TH 96TH 96TH 96TH VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD 5,500 10,100 8,300 7,200 3,800 3,200 4,800 7,600 6,800 5,900 3,100 2,800 15% 33% 22% 22% 23% 14% 100TH 100TH 100TH 100TH CACTUS SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK FRANK LLOYD WRIGHT 3,400 3,200 7,000 3,400 3,200 4,100 7,700 4,100 6% -22% -9% -17% 104TH 104TH SHEA CACTUS CACTUS SWEETWATER 2,200 1,300 2,000 1,300 10% 0% ALMA SCHOOL HAPPY VALLEY JOMAX 8,700* 9,400 -7% 114TH/117TH MOUNTAIN VIEW SHEA 3,100 2,400 29% FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SHEA VIA LINDA CACTUS 100TH VIA LINDA CACTUS 100TH THUNDERBIRD 21,400 30,700 26,100 25,900 19,500 28,700 15,200 18,800 10% 7% 72% 38% 124TH 124TH MOUNTAIN VIEW SHEA SHEA VIA LINDA 2,100 5,200 1,400 5,300 50% -2% 130TH/132ND SHEA VIA LINDA 4,400 2,600 69% 136TH SHEA VIA LINDA 4,400 6,000 -27% MCKELLIPS MCKELLIPS SCOTTSDALE MILLER MILLER HAYDEN 10,400 12,400 12,300 14,100 -15% -12% CONTINENTAL ROOSEVELT ROOSEVELT ROOSEVELT 68TH SCOTTSDALE MILLER HAYDEN SCOTTSDALE MILLER HAYDEN GRANITE REEF 2,700* 2,700* 3,000* 3,900* 2,800 2,900 3,300 4,600 -4% -7% -9% -15% MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 27,900 28,200 31,800 33,100 28,300 28,800* 31,500 25,700 25,700 26,800 20,000 24,600 -11% 10% 24% 24% 42% 17% OAK OAK 56TH 60TH 60TH 64TH 2,300 1,900 2,100 2,000 10% -5% OAK OAK 68TH SCOTTSDALE SCOTTSDALE MILLER 2,600 1,700 2,300 2,400 13% -29% OAK HAYDEN GRANITE REEF 2,300* 2,200 5% *Estimated Volume 2024 Traffic Volume and Collision Data Page 106 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Location PRIMARY STREET FROM TO 24 22 % VOLUME VOLUME CHANGE THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS 56TH 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 20,000 20,400* 25,500* 27,100 28,900 29,300 27,900 31,800* 19,400 19,100 24,700 25,100 30,500 31,700 27,000 29,800 3% 7% 3% 8% -5% -8% 3% 7% OSBORN OSBORN OSBORN OSBORN OSBORN OSBORN 64TH 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 5,000 6,600 7,700 8,900* 8,900* 2,400* 5,400 7,100 8,600 7,600 10,000 3,000 -7% -7% -10% 17% -11% -20% INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL 60TH 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF PIMA 20,300* 28,300* 26,500 22,000 24,100 28,800 33,600 37,000 36,200 22,500 30,800 30,000 24,400 26,800 35,100 36,300 38,000 39,400 -10% -8% -12% -10% -10% -18% -7% -3% -8% CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK 64TH 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN GRANITE REEF 28,100 26,400 23,800 21,800 20,400* 3,500* 26,600 28,400 18,800 20,200 24,200 4,900 6% -7% 27% 8% -16% -29% CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL 68TH SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF PIMA 5,000 17,300 17,600 18,700* 23,100* 26,400* 2,700 16,200 19,100 19,400 23,500 24,300 85% 7% -8% -4% -2% 9% MCDONALD MCDONALD MCDONALD SCOTTSDALE HAYDEN GRANITE REEF HAYDEN GRANITE REEF PIMA 22,600 24,400* 26,200* 23,000 24,300 24,500 -2% 0% 7% INDIAN BEND INDIAN BEND SCOTTSDALE HAYDEN HAYDEN PIMA 18,500 19,000 16,700 17,200 11% 10% MCCORMICK SCOTTSDALE HAYDEN 6,600* 6,300 5% DOUBLETREE SCOTTSDALE VIA LINDA 14,100 6,400 120% VIA DE VENTURA VIA DE VENTURA VIA LINDA HAYDEN HAYDEN PIMA 12,700 23,700 8,100 22,700 57% 4% *Estimated Volume 2024 Traffic Volume and Collision Data Page 107 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Location PRIMARY STREET FROM TO 24 22 % VOLUME VOLUME CHANGE VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA DE VENTURA HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND 136TH 4,700 6,000 26,300 20,700 14,000 11,100 15,600 8,600 4,900 2,500 4,900 25,700 18,300 17,800 9,700 14,500 9,300 4,400 88% 22% 2% 13% -21% 14% 8% -8% 11% MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW SCOTTSDALE HAYDEN 90TH 92ND 96TH VIA LINDA 117TH HAYDEN 90TH 92ND 96TH VIA LINDA 117TH 124TH 9,100 11,600 15,600 7,300 10,200 6,400 1,100 5,800 9,500 9,700 6,000 10,400 6,300 900 57% 22% 61% 22% -2% 2% 22% SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA 64TH 70TH SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH 70TH SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH 142ND 41,300 36,000 38,700 47,400* 61,300* 54,400 39,100 38,200 35,300 40,900 42,600 27,400 30,900 47,600 40,000 40,700 46,800 63,400 52,900 44,300 39,500 28,200 43,600 39,900 34,700 29,500 -13% -10% -5% 1% -3% 3% -12% -3% 25% -6% 7% -21% 5% CHOLLA 64TH SCOTTSDALE 2,300 1,600 44% CHOLLA 92ND 96TH 1,100 1,200 -8% CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS 64TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 30,000 36,300 26,200 26,100* 20,100* 14,200 9,200 6,200 4,300 29,700 36,800 32,600 25,100 19,600 13,600 8,400 5,500 4,000 1% -1% -20% 4% 3% 4% 10% 13% 8% SWEETWATER SCOTTSDALE HAYDEN 2,800 4,200 -33% SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER 89TH 94TH 96TH 100TH 104TH 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 2,500* 2,100 2,100 1,700 1,700 2,400 1,900 2,000 1,700 1,600 4% 11% 5% 0% 6% *Estimated Volume 2024 Traffic Volume and Collision Data Page 108 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Location PRIMARY STREET FROM TO 24 22 % VOLUME VOLUME CHANGE THUNDERBIRD/REDFIELD REDFIELD SCOTTSDALE 76TH 76TH HAYDEN 17,500* 15,900* 14,900 13,600 17% 17% THUNDERBIRD THUNDERBIRD THUNDERBIRD THUNDERBIRD 90TH 92ND 94TH 96TH 92ND 94TH 96TH FRANK LLOYD WRIGHT 8,200 5,600 4,300 3,900 4,900 4,500 4,000 3,400 67% 24% 8% 15% RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE HAYDEN NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK FRANK LLOYD WRIGHT 15,800* 30,200* 29,500* 20,500* 19,100 7,600 15,400 27,500 28,800 20,400 17,200 6,200 3% 10% 2% 0% 11% 23% GREENWAY-HAYDEN SCOTTSDALE FRANK LLOYD WRIGHT 18,700 14,700 27% FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SCOTTSDALE GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE THUNDERBIRD 36,400 44,900 45,600 35,700 36,200* 30,600* 24,800 26,300 36,000 41,600 41,600 34,400 34,500 28,100 26,400 27,400 1% 8% 10% 4% 5% 9% -6% -4% BELL BELL BELL BELL BELL HAYDEN PERIMETER 101 FREEWAY 94TH 98TH PERIMETER 101 FREEWAY 94TH 98TH THOMPSON PEAK 8,700 11,700* 20,600* 15,100* 11,200 7,200 11,000 16,200 17,200 11,700 21% 6% 27% -12% -4% PRINCESS PRINCESS HAYDEN PERIMETER PERIMETER 101 FREEWAY 7,400 13,600* 3,800 12,000 95% 13% LEGACY LEGACY PIMA 94TH 94TH THOMPSON PEAK 10,700 8,600 12,000 8,200 -11% 5% THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK SCOTTSDALE HAYDEN PIMA HAYDEN PIMA WINDGATE PASS 10,000 16,800 11,300 9,800 14,300 9,400 2% 17% 20% GRAYHAWK SCOTTSDALE HAYDEN 3,200 3,600 -11% DEER VALLEY SCOTTSDALE MILLER 3,000 2,200 36% WILLIAMS SCOTTSDALE MILLER 3,800 3,200 19% PINNACLE PEAK PINNACLE PEAK SCOTTSDALE MILLER MILLER PIMA 16,300 15,800 15,400 12,800 6% 23% HAPPY VALLEY HAPPY VALLEY SCOTTSDALE PIMA PIMA ALMA SCHOOL 4,000 18,200* 4,200 16,200 -5% 12% *Estimated Volume 2024 Traffic Volume and Collision Data Page 109 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Location 24 22 % VOLUME VOLUME CHANGE PRIMARY STREET FROM TO JOMAX SCOTTSDALE PIMA 1,700 1,800 -6% DYNAMITE DYNAMITE DYNAMITE DYNAMITE DYNAMITE 56TH 64TH SCOTTSDALE PIMA ALMA SCHOOL 64TH SCOTTSDALE PIMA ALMA SCHOOL 136TH 10,200 10,100 11,700 22,000* 12,300* 10,800 9,400 8,700 18,500 11,800 -6% 7% 34% 19% 4% DIXILETA SCOTTSDALE PIMA 2,200 1,900 16% LONE MOUNTAIN SCOTTSDALE PIMA 7,100 6,800 4% WESTLAND WESTLAND SCOTTSDALE PIMA PIMA STAGECOACH 5,500 1,900 4,800 1,700 15% 12% CAREFREE CAREFREE 56TH 60TH 60TH SCOTTSDALE 17,300 16,000 16,800 12,600 3% 27% STAGECOACH PIMA LEGEND 2,100 2,200 -5% CAVE CREEK DESERT MOUNTAIN BARTLETT DAM RD 2,500 1,700 47% *Estimated Volume 2024 Traffic Volume and Collision Data Page 110 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 111 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024-2022 Segment Traffic Volume Comparison 2024-2022 Volume Comparison, Sorted by Descending Percent Change 2024 Traffic Volume and Collision Data Page 112 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Descending Percent Change PRIMARY STREET FROM TO 24 22 VOLUME VOLUME % CHANGE RANK DOUBLETREE PERIMETER PRINCESS HAYDEN VIA LINDA CHAPARRAL 64TH FRANK LLOYD WRIGHT 130TH/132ND THUNDERBIRD SCOTTSDALE BELL HAYDEN VIA LINDA VIA DE VENTURA 68TH CHOLLA CACTUS SHEA 90TH VIA LINDA PRINCESS PERIMETER MOUNTAIN VIEW HAYDEN SCOTTSDALE CACTUS 100TH VIA LINDA 92ND 14,100 5,100 7,400 27,800 4,700 5,000 7,700 26,100 4,400 8,200 6,400 2,600 3,800 14,700 2,500 2,700 4,300 15,200 2,600 4,900 120% 96% 95% 89% 88% 85% 79% 72% 69% 67% 1 2 3 4 5 6 7 8 9 10 MOUNTAIN VIEW MOUNTAIN VIEW VIA DE VENTURA GRANITE REEF 124TH CAVE CREEK CHOLLA HAYDEN GRANITE REEF MCDOWELL 90TH SCOTTSDALE VIA LINDA INDIAN SCHOOL MOUNTAIN VIEW DESERT MOUNTAIN 64TH RAINTREE ROOSEVELT HAYDEN 92ND HAYDEN HAYDEN CAMELBACK SHEA BARTLETT DAM RD SCOTTSDALE NORTHSIGHT MCDOWELL GRANITE REEF 15,600 9,100 12,700 4,300* 2,100 2,500 2,300 20,400* 3,400 28,300 9,700 5,800 8,100 2,800 1,400 1,700 1,600 14,400 2,400 20,000 61% 57% 57% 54% 50% 47% 44% 42% 42% 42% 11 12 13 14 15 16 17 18 19 20 THOMPSON PEAK FRANK LLOYD WRIGHT SCOTTSDALE DEER VALLEY HAYDEN DYNAMITE PIMA THOMPSON PEAK HAYDEN HAYDEN LEGACY 100TH CHAPARRAL SCOTTSDALE MOUNTAIN VIEW SCOTTSDALE INDIAN BEND 100TH VIA DE VENTURA 101 FREEWAY HORSESHOE CANYON THUNDERBIRD MCDONALD MILLER SHEA PIMA VIA DE VENTURA MCDOWELL MTN RANCH VIA LINDA THOMPSON PEAK 13,000 25,900 42,100 3,000 25,900 11,700 11,900 35,400* 24,000 27,700 9,200 18,800 30,800 2,200 19,100 8,700 8,900 26,500 18,000 20,800 41% 38% 37% 36% 36% 34% 34% 34% 33% 33% 21 22 23 24 25 26 27 28 29 30 96TH THOMPSON PEAK NORTHSIGHT/THUNDERBIRD 68TH SCOTTSDALE 114TH/117TH 94TH/THOMPSON PEAK GREENWAY-HAYDEN BELL CAREFREE MOUNTAIN VIEW MCDOWELL MTN RANCH 90TH INDIAN SCHOOL MCDOWELL MOUNTAIN VIEW THUNDERBIRD SCOTTSDALE 101 FREEWAY 60TH SHEA BELL RAINTREE CAMELBACK OAK SHEA FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT 94TH SCOTTSDALE 10,100 16,800* 10,100 15,900 36,300 3,100 17,500 18,700 20,600* 16,000 7,600 12,900 7,800 12,300 28,100 2,400 13,700 14,700 16,200 12,600 33% 30% 29% 29% 29% 29% 28% 27% 27% 27% 31 32 33 34 35 36 37 38 39 40 THOMPSON PEAK CAMELBACK 92ND SHEA THUNDERBIRD MCDOWELL 94TH PIMA MCDOWELL PINNACLE PEAK HORSESHOE CANYON GOLDWATER MOUNTAIN VIEW VIA LINDA 92ND SCOTTSDALE SWEETWATER LONE MOUNTAIN MILLER MILLER WINDGATE PASS SCOTTSDALE SHEA FRANK LLOYD WRIGHT 94TH MILLER THUNDERBIRD WESTLAND/LEGEND HAYDEN PIMA 11,400 23,800 15,900 35,300 5,600 31,800 14,100 15,200 33,100 15,800 9,000 18,800 12,600 28,200 4,500 25,700 11,400 12,300 26,800 12,800 27% 27% 26% 25% 24% 24% 24% 24% 24% 23% 41 42 43 44 45 46 47 48 49 50 *Estimated Volume 2024 Traffic Volume and Collision Data Page 112 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Descending Percent Change PRIMARY STREET FROM TO 24 22 VOLUME VOLUME % CHANGE RANK MILLER 96TH RAINTREE VIA LINDA THOMPSON PEAK MOUNTAIN VIEW MOUNTAIN VIEW 96TH 96TH SCOTTSDALE DEER VALLEY CACTUS THOMPSON PEAK HAYDEN FRANK LLOYD WRIGHT 117TH HAYDEN SHEA CHOLLA 101 FREEWAY WILLIAMS SWEETWATER FRANK LLOYD WRIGHT 90TH 100TH 124TH 90TH CHOLLA CACTUS THOMPSON PEAK 15,400 3,800 7,600 6,000 22,400 1,100 11,600 8,300 7,200 41,300 12,500 3,100 6,200 4,900 18,300 900 9,500 6,800 5,900 33,900 23% 23% 23% 22% 22% 22% 22% 22% 22% 22% 51 52 53 54 55 56 57 58 59 60 PIMA MOUNTAIN VIEW THOMPSON PEAK HAYDEN BELL THOMPSON PEAK NORTHSIGHT MILLER SCOTTSDALE DYNAMITE WESTLAND/LEGEND 92ND BELL PRINCESS HAYDEN PIMA RAINTREE WILLIAMS THOMAS PIMA STAGECOACH PASS 96TH LEGACY 101 FREEWAY PERIMETER WINDGATE PASS HAYDEN PINNACLE PEAK OSBORN ALMA SCHOOL 12,300 7,300 14,100 18,300 8,700 11,300 17,400 12,800 30,600 22,000* 10,100 6,000 11,600 15,100 7,200 9,400 14,500 10,700 25,700 18,500 22% 22% 22% 21% 21% 20% 20% 20% 19% 19% 61 62 63 64 65 66 67 68 69 70 WILLIAMS SCOTTSDALE SCOTTSDALE HAYDEN HAYDEN THOMPSON PEAK THUNDERBIRD/REDFIELD OSBORN MCDOWELL REDFIELD SCOTTSDALE WILLIAMS OAK CACTUS NORTHSIGHT HAYDEN SCOTTSDALE DRINKWATER GRANITE REEF 76TH MILLER PINNACLE PEAK THOMAS SWEETWATER FRANK LLOYD WRIGHT PIMA 76TH MILLER PIMA HAYDEN 3,800 29,900 33,100 24,000 21,500 16,800 17,500* 8,900* 28,800* 15,900* 3,200 25,200 28,000 20,400 18,300 14,300 14,900 7,600 24,600 13,600 19% 19% 18% 18% 17% 17% 17% 17% 17% 17% 71 72 73 74 75 76 77 78 79 80 DIXILETA HAYDEN THUNDERBIRD PIMA 96TH WESTLAND VIA LINDA SCOTTSDALE 96TH PIMA SCOTTSDALE ROOSEVELT 96TH HAPPY VALLEY VIA LINDA SCOTTSDALE SHEA JOMAX SWEETWATER DIXILETA PIMA MCDOWELL FRANK LLOYD WRIGHT JOMAX MOUNTAIN VIEW PIMA FRANK LLOYD WRIGHT DYNAMITE THUNDERBIRD LONE MOUNTAIN 2,200 24,000 3,900 25,800 5,500 5,500 11,100 31,200 3,200 15,400 1,900 20,900 3,400 22,500 4,800 4,800 9,700 27,300 2,800 13,500 16% 15% 15% 15% 15% 15% 14% 14% 14% 14% 81 82 83 84 85 86 87 88 89 90 SCOTTSDALE PRINCESS VIA LINDA PIMA OAK GRANITE REEF CACTUS PIMA HAPPY VALLEY 94TH DEER VALLEY PERIMETER 96TH CHAPARRAL 68TH MCDOWELL 100TH MCDOWELL PIMA CACTUS WILLIAMS 101 FREEWAY MOUNTAIN VIEW MCDONALD SCOTTSDALE OAK 104TH THOMAS ALMA SCHOOL SWEETWATER 38,000 13,600* 20,700 7,800* 2,600 3,500 6,200 5,400* 18,200* 13,700 33,400 12,000 18,300 6,900 2,300 3,100 5,500 4,800 16,200 12,200 14% 13% 13% 13% 13% 13% 13% 13% 12% 12% 91 92 93 94 95 96 97 98 99 100 *Estimated Volume 2024 Traffic Volume and Collision Data Page 113 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Descending Percent Change PRIMARY STREET FROM TO 24 22 VOLUME VOLUME % CHANGE RANK PIMA PIMA 64TH WESTLAND SCOTTSDALE HAYDEN VIA LINDA SCOTTSDALE DRINKWATER SCOTTSDALE THOMAS PINNACLE PEAK OSBORN PIMA HAPPY VALLEY BELL 132ND ASHLER HILLS OSBORN WESTLAND INDIAN SCHOOL HAPPY VALLEY INDIAN SCHOOL STAGECOACH JOMAX PRINCESS 136TH WESTLAND INDIAN SCHOOL CAREFREE 7,400* 41,800 17,100* 1,900 36,600 19,600 4,900 22,800 9,000* 20,100 6,600 37,300 15,300 1,700 32,800 17,600 4,400 20,500 8,100 18,100 12% 12% 12% 12% 12% 11% 11% 11% 11% 11% 101 102 103 104 105 106 107 108 109 110 RAINTREE INDIAN BEND SCOTTSDALE SWEETWATER INDIAN BEND HAYDEN SCOTTSDALE 104TH 64TH RAINTREE 92ND SCOTTSDALE ROOSEVELT 94TH HAYDEN OSBORN PARADISE SHEA SHEA NORTHSIGHT THOMPSON PEAK HAYDEN MCDOWELL 96TH PIMA INDIAN SCHOOL FRANK LLOYD WRIGHT CACTUS CHOLLA 101 FREEWAY 19,100 18,500 31,100* 2,100 19,000 20,100 38,100 2,200 6,700 30,200* 17,200 16,700 28,100 1,900 17,200 18,200 34,600 2,000 6,100 27,500 11% 11% 11% 11% 10% 10% 10% 10% 10% 10% 111 112 113 114 115 116 117 118 119 120 FRANK LLOYD WRIGHT MCDOWELL FRANK LLOYD WRIGHT 92ND 92ND OAK CACTUS SCOTTSDALE HAYDEN 64TH SHEA 68TH HAYDEN THUNDERBIRD RAINTREE 56TH 96TH MAYO SHEA THOMAS VIA LINDA SCOTTSDALE 101 FREEWAY RAINTREE FRANK LLOYD WRIGHT 60TH 100TH 101 FREEWAY CACTUS OSBORN 21,400 28,200 45,600 2,300 2,300* 2,300 9,200 44,200 23,500 18,100* 19,500 25,700 41,600 2,100 2,100 2,100 8,400 40,400 21,500 16,600 10% 10% 10% 10% 10% 10% 10% 9% 9% 9% 121 122 123 124 125 126 127 128 129 130 FRANK LLOYD WRIGHT CHAPARRAL PIMA HAYDEN SCOTTSDALE PIMA THOMAS FRANK LLOYD WRIGHT CAMELBACK GREENWAY-HAYDEN 92ND/100TH GRANITE REEF JOMAX MCDOWELL THOMPSON PEAK THOMPSON PEAK 68TH GREENWAY-HAYDEN SCOTTSDALE FRANK LLOYD WRIGHT THOMPSON PEAK PIMA DYNAMITE OAK GRAYHAWK PINNACLE PEAK SCOTTSDALE HAYDEN MILLER BELL 30,600* 26,400* 24,000 24,600 38,300 40,100 27,100 44,900 21,800 23,300 28,100 24,300 22,100 22,700 35,400 37,100 25,100 41,600 20,200 21,600 9% 9% 9% 8% 8% 8% 8% 8% 8% 8% 131 132 133 134 135 136 137 138 139 140 SCOTTSDALE HAYDEN HAYDEN VIA LINDA CACTUS THUNDERBIRD PIMA DYNAMITE GRANITE REEF HAYDEN INDIAN SCHOOL MCCORMICK MCKELLIPS FRANK LLOYD WRIGHT 104TH 94TH MCDONALD 64TH OAK INDIAN BEND CAMELBACK VIA DE VENTURA ROOSEVELT 124TH FRANK LLOYD WRIGHT 96TH INDIAN BEND SCOTTSDALE THOMAS MCCORMICK 23,400* 28,000* 25,300 15,600 4,300 4,300 10,100* 10,100 2,900 29,400* 21,700 26,000 23,500 14,500 4,000 4,000 9,400 9,400 2,700 27,400 8% 8% 8% 8% 8% 8% 7% 7% 7% 7% 141 142 143 144 145 146 147 148 149 150 *Estimated Volume 2024 Traffic Volume and Collision Data Page 114 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Descending Percent Change PRIMARY STREET FROM TO 24 22 VOLUME VOLUME % CHANGE RANK FRANK LLOYD WRIGHT MCDONALD THOMAS CHAPARRAL SHEA 68TH PIMA THOMAS BELL 100TH VIA LINDA GRANITE REEF 60TH SCOTTSDALE 124TH CONTINENTAL INDIAN SCHOOL GRANITE REEF PERIMETER CACTUS CACTUS PIMA 64TH MILLER 130TH MCDOWELL CHAPARRAL PIMA 101 FREEWAY SWEETWATER 30,700 26,200* 20,400* 17,300 42,600 7,900 7,900* 31,800* 11,700* 3,400 28,700 24,500 19,100 16,200 39,900 7,400 7,400 29,800 11,000 3,200 7% 7% 7% 7% 7% 7% 7% 7% 6% 6% 151 152 153 154 155 156 157 158 159 160 SWEETWATER PINNACLE PEAK CAMELBACK SWEETWATER FRANK LLOYD WRIGHT LEGACY MCCORMICK SHEA OAK GOLDWATER 104TH SCOTTSDALE 64TH 96TH 90TH 94TH SCOTTSDALE 136TH HAYDEN SCOTTSDALE FRANK LLOYD WRIGHT MILLER 68TH 100TH 92ND/100TH THOMPSON PEAK HAYDEN 142ND GRANITE REEF INDIAN SCHOOL 1,700 16,300 28,100 2,100 36,200* 8,600 6,600* 30,900 2,300* 11,600 1,600 15,400 26,600 2,000 34,500 8,200 6,300 29,500 2,200 11,100 6% 6% 6% 5% 5% 5% 5% 5% 5% 5% 161 162 163 164 165 166 167 168 169 170 CACTUS LONE MOUNTAIN VIA DE VENTURA DYNAMITE SWEETWATER SCOTTSDALE CACTUS HAYDEN FRANK LLOYD WRIGHT GRANITE REEF 94TH SCOTTSDALE HAYDEN ALMA SCHOOL 89TH DOUBLETREE 84TH MCDONALD 101 FREEWAY CAMELBACK 96TH PIMA PIMA 136TH 94TH MOUNTAIN VIEW 101 FREEWAY INDIAN BEND 90TH CHAPARRAL 14,200 7,100 23,700 12,300* 2,500* 43,900 26,100* 29,400 35,700 2,900* 13,600 6,800 22,700 11,800 2,400 42,200 25,100 28,300 34,400 2,800 4% 4% 4% 4% 4% 4% 4% 4% 4% 4% 171 172 173 174 175 176 177 178 179 180 GRANITE REEF THOMAS THOMAS SCOTTSDALE THOMAS CAREFREE HAYDEN SCOTTSDALE SCOTTSDALE SHEA CHAPARRAL HAYDEN 64TH CAMELBACK 56TH 56TH GRAYHAWK LONE MOUNTAIN MCCORMICK 90TH MCDONALD GRANITE REEF 68TH CHAPARRAL 60TH 60TH DEER VALLEY ASHLER HILLS DOUBLETREE 92ND 5,900* 27,900 25,500* 33,300 20,000 17,300 17,400 24,600 39,200 54,400 5,700 27,000 24,700 32,300 19,400 16,800 16,900 23,900 38,100 52,900 4% 3% 3% 3% 3% 3% 3% 3% 3% 3% 181 182 183 184 185 186 187 188 189 190 SCOTTSDALE SCOTTSDALE RAINTREE CACTUS RAINTREE SCOTTSDALE VIA LINDA THOMPSON PEAK SCOTTSDALE MOUNTAIN VIEW INDIAN BEND SHEA HAYDEN 101 FREEWAY 101 FREEWAY SWEETWATER 90TH SCOTTSDALE CHOLLA VIA LINDA MCCORMICK CHOLLA NORTHSIGHT 94TH 90TH/REDFIELD THUNDERBIRD 96TH HAYDEN CACTUS 117TH 41,000 39,400 15,800* 20,100* 29,500* 43,000 26,300 10,000 40,800 6,400 39,900 38,400 15,400 19,600 28,800 42,000 25,700 9,800 40,100 6,300 3% 3% 3% 3% 2% 2% 2% 2% 2% 2% 191 192 193 194 195 196 197 198 199 200 *Estimated Volume 2024 Traffic Volume and Collision Data Page 115 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Descending Percent Change PRIMARY STREET FROM TO 24 22 VOLUME VOLUME % CHANGE RANK SCOTTSDALE SHEA FRANK LLOYD WRIGHT CACTUS HAYDEN RAINTREE SCOTTSDALE MCDONALD 60TH 104TH GREENWAY-HAYDEN HAYDEN SCOTTSDALE 64TH REDFIELD 90TH/REDFIELD DIXILETA HAYDEN OAK CACTUS PARADISE 101 FREEWAY GREENWAY-HAYDEN SCOTTSDALE RAINTREE 92ND LONE MOUNTAIN GRANITE REEF THOMAS SWEETWATER 34,600 47,400* 36,400 30,000 23,600* 20,500* 24,100 24,400* 1,000 1,300 34,100 46,800 36,000 29,700 23,400 20,400 24,000 24,300 1,000 1,300 1% 1% 1% 1% 1% 0% 0% 0% 0% 0% 201 202 203 204 205 206 207 208 209 210 SWEETWATER 92ND SCOTTSDALE SCOTTSDALE CACTUS HAYDEN CHAPARRAL MCDONALD 124TH MOUNTAIN VIEW 100TH SHEA DYNAMITE MCDONALD SCOTTSDALE OAK HAYDEN SCOTTSDALE SHEA 96TH 104TH CHOLLA DIXILETA LINCOLN HAYDEN THOMAS GRANITE REEF HAYDEN VIA LINDA VIA LINDA 1,700 16,000 26,300 42,300 36,300 27,400 23,100* 22,600 5,200 10,200 1,700 16,100 26,500 42,700 36,800 27,800 23,500 23,000 5,300 10,400 0% -1% -1% -1% -1% -1% -2% -2% -2% -2% 211 212 213 214 215 216 217 218 219 220 INDIAN SCHOOL SHEA SHEA 68TH CONTINENTAL CHAPARRAL FRANK LLOYD WRIGHT 90TH MILLER PIMA HAYDEN 96TH 101 FREEWAY THOMAS 68TH 78TH RAINTREE VIA LINDA ROOSEVELT LEGACY GRANITE REEF VIA LINDA 90TH OSBORN SCOTTSDALE HAYDEN THUNDERBIRD MOUNTAIN VIEW MCDOWELL HUALAPAI 37,000 38,200 61,300* 10,900* 2,700* 18,700* 26,300 18,200 6,800 33,700 38,000 39,500 63,400 11,300 2,800 19,400 27,400 19,000 7,100 35,200 -3% -3% -3% -4% -4% -4% -4% -4% -4% -4% 221 222 223 224 225 226 227 228 229 230 BELL STAGECOACH SCOTTSDALE HAPPY VALLEY 68TH SHEA OAK HAYDEN THOMAS SCOTTSDALE 98TH PIMA CACTUS SCOTTSDALE CAMELBACK SCOTTSDALE 60TH SWEETWATER SCOTTSDALE THUNDERBIRD THOMPSON PEAK LEGEND SWEETWATER PIMA CHAPARRAL HAYDEN 64TH REDFIELD MILLER BUTHERUS 11,200 2,100 43,100 4,000 7,800 38,700 1,900 19,900 28,900 40,300 11,700 2,200 45,200 4,200 8,200 40,700 2,000 21,000 30,500 42,600 -4% -5% -5% -5% -5% -5% -5% -5% -5% -5% 231 232 233 234 235 236 237 238 239 240 PIMA JOMAX DYNAMITE SCOTTSDALE 94TH 64TH FRANK LLOYD WRIGHT SHEA ROOSEVELT SCOTTSDALE HUALAPAI SCOTTSDALE 56TH GRAYHAWK BELL MCDOWELL THOMPSON PEAK FRANK LLOYD WRIGHT SCOTTSDALE BUTHERUS THOMPSON PEAK PIMA 64TH DEER VALLEY LEGACY OAK RAINTREE 124TH MILLER GREENWAY-HAYDEN 31,500 1,700 10,200 36,800 4,800* 20,700 24,800 40,900 2,700* 34,600 33,300 1,800 10,800 39,000 5,100 22,000 26,400 43,600 2,900 37,200 -5% -6% -6% -6% -6% -6% -6% -6% -7% -7% 241 242 243 244 245 246 247 248 249 250 *Estimated Volume 2024 Traffic Volume and Collision Data Page 116 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Descending Percent Change PRIMARY STREET FROM TO 24 22 VOLUME VOLUME % CHANGE RANK OSBORN CAMELBACK 94TH OSBORN INDIAN SCHOOL ALMA SCHOOL SCOTTSDALE VIA LINDA THOMAS HAYDEN 68TH 68TH CHOLLA 64TH MILLER HAPPY VALLEY LINCOLN 124TH MILLER CHAPARRAL SCOTTSDALE GOLDWATER CACTUS 68TH HAYDEN JOMAX INDIAN BEND 132ND HAYDEN MCDONALD 6,600 26,400 12,800 5,000 33,600 8,700* 45,600 8,600 29,300 27,200 7,100 28,400 13,800 5,400 36,300 9,400 49,300 9,300 31,700 29,500 -7% -7% -7% -7% -7% -7% -8% -8% -8% -8% 251 252 253 254 255 256 257 258 259 260 CHAPARRAL HAYDEN INDIAN SCHOOL INDIAN SCHOOL CHOLLA DRINKWATER 100TH ROOSEVELT MILLER SCOTTSDALE MILLER THOMPSON PEAK 64TH GRANITE REEF 92ND SCOTTSDALE FRANK LLOYD WRIGHT MILLER OAK PINNACLE PEAK 78TH GRAYHAWK 68TH PIMA 96TH OSBORN THOMPSON PEAK HAYDEN THOMAS HAPPY VALLEY 17,600 18,600 28,300* 36,200 1,100 6,300 7,000 3,000* 7,700 32,500 19,100 20,200 30,800 39,400 1,200 6,900 7,700 3,300 8,500 35,900 -8% -8% -8% -8% -8% -9% -9% -9% -9% -9% 261 262 263 264 265 266 267 268 269 270 GOLDWATER MILLER INDIAN SCHOOL INDIAN SCHOOL SHEA INDIAN SCHOOL SCOTTSDALE OSBORN HAYDEN SCOTTSDALE INDIAN SCHOOL MCDOWELL 60TH GOLDWATER 70TH SCOTTSDALE MCKELLIPS SCOTTSDALE INDIAN SCHOOL FRANK LLOYD WRIGHT CAMELBACK OAK 64TH SCOTTSDALE SCOTTSDALE DRINKWATER ROOSEVELT DRINKWATER CAMELBACK PRINCESS 17,100 6,600 20,300* 22,000 36,000 24,100 30,700* 7,700 24,800 39,800 18,900 7,300 22,500 24,400 40,000 26,800 34,200 8,600 27,700 44,500 -10% -10% -10% -10% -10% -10% -10% -10% -10% -11% 271 272 273 274 275 276 277 278 279 280 GOLDWATER LEGACY OSBORN GRAYHAWK PIMA MCDOWELL INDIAN SCHOOL MILLER SHEA MCKELLIPS CAMELBACK PIMA MILLER SCOTTSDALE DYNAMITE 64TH 68TH INDIAN SCHOOL 92ND MILLER CHAPARRAL 94TH HAYDEN HAYDEN DIXILETA 68TH GOLDWATER CAMELBACK 96TH HAYDEN 21,600 10,700 8,900* 3,200 16,400 27,900 26,500 11,300 39,100 12,400 24,200 12,000 10,000 3,600 18,500 31,500 30,000 12,800 44,300 14,100 -11% -11% -11% -11% -11% -11% -12% -12% -12% -12% 281 282 283 284 285 286 287 288 289 290 BELL SHEA PIMA 68TH ROOSEVELT 90TH 68TH MCKELLIPS CAMELBACK 64TH 94TH 64TH 101 FREEWAY MCDOWELL HAYDEN MOUNTAIN VIEW OAK SCOTTSDALE MILLER OAK 98TH 70TH LEGACY OAK GRANITE REEF SHEA THOMAS MILLER HAYDEN THOMAS 15,100* 41,300 37,800* 9,500 3,900* 16,600 9,900 10,400 20,400* 17,300* 17,200 47,600 43,900 11,200 4,600 19,600 11,700 12,300 24,200 20,600 -12% -13% -14% -15% -15% -15% -15% -15% -16% -16% 291 292 293 294 295 296 297 298 299 300 *Estimated Volume 2024 Traffic Volume and Collision Data Page 117 Scottsdale Traffic Engineering, February 2026 2024-2022 Segment Average Daily Traffic Volume Comparison, Sorted by Descending Percent Change PRIMARY STREET FROM TO 24 22 VOLUME VOLUME % CHANGE RANK MILLER 100TH HAYDEN INDIAN SCHOOL CACTUS SCOTTSDALE OSBORN HAYDEN MILLER SHEA MCKELLIPS THOMPSON PEAK THOMAS DRINKWATER HAYDEN MOUNTAIN VIEW HAYDEN CAMELBACK THOMAS 130TH ROOSEVELT FRANK LLOYD WRIGHT OSBORN MILLER 84TH SHEA GRANITE REEF CHAPARRAL OSBORN 136TH 5,100 3,400 25,400 28,800 26,200 29,200 2,400* 26,000 9,100 27,400 6,100 4,100 30,900 35,100 32,600 36,500 3,000 32,700 11,500 34,700 -16% -17% -18% -18% -20% -20% -20% -20% -21% -21% 301 302 303 304 305 306 307 308 309 310 VIA LINDA 100TH MILLER GRANITE REEF MILLER DRINKWATER 136TH CAMELBACK SCOTTSDALE OAK MOUNTAIN VIEW SWEETWATER OSBORN THOMAS CAMELBACK INDIAN SCHOOL SHEA HAYDEN PRINCESS SCOTTSDALE SHEA FRANK LLOYD WRIGHT INDIAN SCHOOL OSBORN CHAPARRAL SCOTTSDALE VIA LINDA GRANITE REEF MAYO MILLER 14,000 3,200 8,900 1,600* 6,200 6,900* 4,400 3,500* 29,500 1,700 17,800 4,100 11,500 2,100 8,300 9,400 6,000 4,900 41,500 2,400 -21% -22% -23% -24% -25% -27% -27% -29% -29% -29% 311 312 313 314 315 316 317 318 319 320 68TH SWEETWATER SCOTTSDALE OSBORN SCOTTSDALE OSBORN INDIAN SCHOOL HAYDEN INDIAN SCHOOL 10,000* 2,800 12,200* 14,400 4,200 22,000 -31% -33% -45% 321 322 323 *Estimated Volume 2024 Traffic Volume and Collision Data Page 118 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 119 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Segment Lane Volumes Lane Volume, Sorted by Location 2024 Traffic Volume and Collision Data Page 120 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Location VOLUME LANES LANE VOLUME THOMAS 1,000 2 500 MCDOWELL OAK THOMAS OSBORN OAK THOMAS OSBORN INDIAN SCHOOL 20,700 17,300* 18,100* 17,100* 4 4 4 4 5,175 4,325 4,525 4,275 64TH 64TH SHEA CHOLLA CHOLLA CACTUS 6,700 7,700 2 2 3,350 3,850 68TH 68TH 68TH 68TH 68TH 68TH 68TH CONTINENTAL MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 7,900 9,500 9,900 10,900* 10,000* 15,900 7,800 2 2 2 2 2 2 2 3,950 4,750 4,950 5,450 5,000 7,950 3,900 GOLDWATER GOLDWATER GOLDWATER CAMELBACK INDIAN SCHOOL SCOTTSDALE CHAPARRAL CAMELBACK INDIAN SCHOOL 21,600 17,100 11,600 5 5 5 4,320 3,420 2,320 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY 30,700* 31,100* 36,300 33,100 30,600 12,200* 23,400* 33,300 42,100 42,300 45,600 41,000 39,200 43,900 29,200 39,400 40,800 43,100 43,000 40,300 34,600 34,600 38,100 39,800 29,500 44,200 41,300 38,300 36,800 38,000 29,900 32,500 6 6 6 6 6 4 4 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 5,117 5,183 6,050 5,517 5,100 3,050 5,850 5,550 7,017 7,050 7,600 6,833 6,533 7,317 4,867 6,567 6,800 7,183 7,167 6,717 5,767 5,767 6,350 6,633 4,917 7,367 10,325 9,575 9,200 9,500 7,475 8,125 PRIMARY STREET FROM TO 60TH OAK 64TH 64TH 64TH 64TH *Estimated Volume 2024 Traffic Volume and Collision Data Page 121 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Location PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND CAREFREE 36,600 31,200 26,300 24,100 24,600 22,800 20,100 4 4 4 4 4 4 4 9,150 7,800 6,575 6,025 6,150 5,700 5,025 DRINKWATER DRINKWATER DRINKWATER SCOTTSDALE OSBORN INDIAN SCHOOL OSBORN INDIAN SCHOOL SCOTTSDALE 6,300 9,000* 6,900* 5 5 5 1,260 1,800 1,380 MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 5,100 6,800 6,600 7,700 9,100 8,900 11,300 6,200 2 2 2 2 2 2 4 2 2,550 3,400 3,300 3,850 4,550 4,450 2,825 3,100 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT 25,300 24,000 24,600 27,400 25,400 20,100 24,800 26,000 27,200 29,400 29,400* 28,000* 24,000 27,800 25,900 23,500 24,000 19,900 23,600* 20,400* 21,500 6 6 6 6 6 6 6 6 6 6 6 6 6 6 6 4 4 4 4 4 4 4,217 4,000 4,100 4,567 4,233 3,350 4,133 4,333 4,533 4,900 4,900 4,667 4,000 4,633 4,317 5,875 6,000 4,975 5,900 5,100 5,375 GREENWAY-HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY 23,300 19,600 18,300 27,700 18,600 17,400 4 4 4 4 4 4 5,825 4,900 4,575 6,925 4,650 4,350 MILLER MILLER DEER VALLEY WILLIAMS WILLIAMS PINNACLE PEAK 15,400 12,800 4 4 3,850 3,200 GRANITE REEF ROOSEVELT MCDOWELL 3,400 2 1,700 *Estimated Volume 2024 Traffic Volume and Collision Data Page 122 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Location PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME GRANITE REEF GRANITE REEF GRANITE REEF MCDOWELL OAK THOMAS OAK THOMAS OSBORN 3,500 2,900 1,600* 2 2 2 1,750 1,450 800 GRANITE REEF GRANITE REEF GRANITE REEF INDIAN SCHOOL CAMELBACK CHAPARRAL CAMELBACK CHAPARRAL MCDONALD 4,300* 2,900* 5,900* 2 2 2 2,150 1,450 2,950 NORTHSIGHT/THUNDERBIRD NORTHSIGHT 90TH RAINTREE RAINTREE HAYDEN 10,100 17,400 4 4 2,525 4,350 PERIMETER BELL PRINCESS 5,100 4 1,275 PIMA PIMA PIMA PIMA PIMA PIMA MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA 5,400* 7,400* 7,900* 7,800* 10,100* 11,900 2 2 2 2 2 4 2,700 3,700 3,950 3,900 5,050 2,975 PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA 101 FREEWAY LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND STAGECOACH PASS 37,800* 33,700 31,500 40,100 41,800 25,800 24,000 16,400 15,400 15,200 12,300 6 6 6 6 6 4 4 2 2 2 2 6,300 5,617 5,250 6,683 6,967 6,450 6,000 8,200 7,700 7,600 6,150 90TH 90TH VIA LINDA MOUNTAIN VIEW MOUNTAIN VIEW SHEA 18,200 16,600 4 4 4,550 4,150 92ND 92ND MOUNTAIN VIEW SHEA SHEA CHOLLA 15,900 16,000 4 4 3,975 4,000 92ND 92ND THUNDERBIRD RAINTREE RAINTREE FRANK LLOYD WRIGHT 2,300 2,300* 2 4 1,150 575 94TH 94TH 94TH 94TH/THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CHOLLA CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON WINDGATE PASS 12,800 13,700 14,100 17,500 22,400 35,400* 16,800* 14,100 13,000 11,400 4 4 4 6 5 4 4 4 4 4 3,200 3,425 3,525 2,917 4,480 8,850 4,200 3,525 3,250 2,850 94TH BELL LEGACY 4,800* 2 2,400 2024 Traffic Volume and Collision Data Page 123 *Estimated Volume Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Location PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME 96TH 96TH 96TH 96TH 96TH 96TH VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD 5,500 10,100 8,300 7,200 3,800 3,200 4 4 2 2 2 2 1,375 2,525 4,150 3,600 1,900 1,600 100TH 100TH 100TH 100TH CACTUS SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK FRANK LLOYD WRIGHT 3,400 3,200 7,000 3,400 2 2 4 4 1,700 1,600 1,750 850 104TH 104TH SHEA CACTUS CACTUS SWEETWATER 2,200 1,300 2 2 1,100 650 ALMA SCHOOL HAPPY VALLEY JOMAX 8,700* 4 2,175 114TH/117TH MOUNTAIN VIEW SHEA 3,100 2 1,550 FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SHEA VIA LINDA CACTUS 100TH VIA LINDA CACTUS 100TH THUNDERBIRD 21,400 30,700 26,100 25,900 4 4 4 4 5,350 7,675 6,525 6,475 124TH 124TH MOUNTAIN VIEW SHEA SHEA VIA LINDA 2,100 5,200 2 4 1,050 1,300 130TH/132ND SHEA VIA LINDA 4,400 2 2,200 136TH SHEA VIA LINDA 4,400 4 1,100 MCKELLIPS MCKELLIPS SCOTTSDALE MILLER MILLER HAYDEN 10,400 12,400 4 4 2,600 3,100 CONTINENTAL ROOSEVELT ROOSEVELT ROOSEVELT 68TH SCOTTSDALE MILLER HAYDEN SCOTTSDALE MILLER HAYDEN GRANITE REEF 2,700* 2,700* 3,000* 3,900* 2 2 2 2 1,350 1,350 1,500 1,950 MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 27,900 28,200 31,800 33,100 28,300 28,800* 6 6 6 6 6 6 4,650 4,700 5,300 5,517 4,717 4,800 OAK OAK 56TH 60TH 60TH 64TH 2,300 1,900 2 2 1,150 950 OAK OAK 68TH SCOTTSDALE SCOTTSDALE MILLER 2,600 1,700 2 2 1,300 850 OAK HAYDEN GRANITE REEF 2,300* 2 1,150 *Estimated Volume 2024 Traffic Volume and Collision Data Page 124 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Location PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS 56TH 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 20,000 20,400* 25,500* 27,100 28,900 29,300 27,900 31,800* 5 5 5 5 4 4 4 4 4,000 4,080 5,100 5,420 7,225 7,325 6,975 7,950 OSBORN OSBORN OSBORN OSBORN OSBORN OSBORN 64TH 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 5,000 6,600 7,700 8,900* 8,900* 2,400* 2 2 4 4 4 2 2,500 3,300 1,925 2,225 2,225 1,200 INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL 60TH 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF PIMA 20,300* 28,300* 26,500 22,000 24,100 28,800 33,600 37,000 36,200 4 4 4 4 4 4 4 4 4 5,075 7,075 6,625 5,500 6,025 7,200 8,400 9,250 9,050 CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK 64TH 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN GRANITE REEF 28,100 26,400 23,800 21,800 20,400* 3,500* 4 6 4 4 4 2 7,025 4,400 5,950 5,450 5,100 1,750 CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL 68TH SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF PIMA 5,000 17,300 17,600 18,700* 23,100* 26,400* 2 3 2 4 4 4 2,500 5,767 8,800 4,675 5,775 6,600 MCDONALD MCDONALD MCDONALD SCOTTSDALE HAYDEN GRANITE REEF HAYDEN GRANITE REEF PIMA 22,600 24,400* 26,200* 4 4 4 5,650 6,100 6,550 INDIAN BEND INDIAN BEND SCOTTSDALE HAYDEN HAYDEN PIMA 18,500 19,000 4 4 4,625 4,750 MCCORMICK SCOTTSDALE HAYDEN 6,600* 4 1,650 DOUBLETREE SCOTTSDALE VIA LINDA 14,100 4 3,525 VIA DE VENTURA VIA DE VENTURA VIA LINDA HAYDEN HAYDEN PIMA 12,700 23,700 4 4 3,175 5,925 *Estimated Volume 2024 Traffic Volume and Collision Data Page 125 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Location PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA DE VENTURA HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND 136TH 4,700 6,000 26,300 20,700 14,000 11,100 15,600 8,600 4,900 2 2 4 4 4 4 4 4 2 2,350 3,000 6,575 5,175 3,500 2,775 3,900 2,150 2,450 MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW SCOTTSDALE HAYDEN 90TH 92ND 96TH VIA LINDA 117TH HAYDEN 90TH 92ND 96TH VIA LINDA 117TH 124TH 9,100 11,600 15,600 7,300 10,200 6,400 1,100 4 4 4 2 2 2 2 2,275 2,900 3,900 3,650 5,100 3,200 550 SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA 64TH 70TH SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH 70TH SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH 142ND 41,300 36,000 38,700 47,400* 61,300* 54,400 39,100 38,200 35,300 40,900 42,600 27,400 30,900 6 6 6 6 6 6 6 6 6 6 6 6 6 6,883 6,000 6,450 7,900 10,217 9,067 6,517 6,367 5,883 6,817 7,100 4,567 5,150 CHOLLA 64TH SCOTTSDALE 2,300 2 1,150 CHOLLA 92ND 96TH 1,100 2 550 CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS 64TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 30,000 36,300 26,200 26,100* 20,100* 14,200 9,200 6,200 4,300 4 4 4 4 4 4 2 2 2 7,500 9,075 6,550 6,525 5,025 3,550 4,600 3,100 2,150 SWEETWATER SCOTTSDALE HAYDEN 2,800 2 1,400 SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER 89TH 94TH 96TH 100TH 104TH 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 2,500* 2,100 2,100 1,700 1,700 2 4 2 2 2 1,250 525 1,050 850 850 *Estimated Volume 2024 Traffic Volume and Collision Data Page 126 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Location PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME THUNDERBIRD/REDFIELD REDFIELD SCOTTSDALE 76TH 76TH HAYDEN 17,500* 15,900* 3 3 5,833 5,300 THUNDERBIRD THUNDERBIRD THUNDERBIRD THUNDERBIRD 90TH 92ND 94TH 96TH 92ND 94TH 96TH FRANK LLOYD WRIGHT 8,200 5,600 4,300 3,900 4 4 4 4 2,050 1,400 1,075 975 RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE HAYDEN NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK FRANK LLOYD WRIGHT 15,800* 30,200* 29,500* 20,500* 19,100 7,600 4 4 4 4 4 4 3,950 7,550 7,375 5,125 4,775 1,900 GREENWAY-HAYDEN SCOTTSDALE FRANK LLOYD WRIGHT 18,700 4 4,675 FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SCOTTSDALE GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE THUNDERBIRD 36,400 44,900 45,600 35,700 36,200* 30,600* 24,800 26,300 6 6 6 6 6 6 6 6 6,067 7,483 7,600 5,950 6,033 5,100 4,133 4,383 BELL BELL BELL BELL BELL HAYDEN PERIMETER 101 FREEWAY 94TH 98TH PERIMETER 101 FREEWAY 94TH 98TH THOMPSON PEAK 8,700 11,700* 20,600* 15,100* 11,200 4 4 4 4 4 2,175 2,925 5,150 3,775 2,800 PRINCESS PRINCESS HAYDEN PERIMETER PERIMETER 101 FREEWAY 7,400 13,600* 4 4 1,850 3,400 LEGACY LEGACY PIMA 94TH 94TH THOMPSON PEAK 10,700 8,600 4 4 2,675 2,150 THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK SCOTTSDALE HAYDEN PIMA HAYDEN PIMA WINDGATE PASS 10,000 16,800 11,300 4 4 4 2,500 4,200 2,825 GRAYHAWK SCOTTSDALE HAYDEN 3,200 2 1,600 DEER VALLEY SCOTTSDALE MILLER 3,000 2 1,500 WILLIAMS SCOTTSDALE MILLER 3,800 2 1,900 PINNACLE PEAK PINNACLE PEAK SCOTTSDALE MILLER MILLER PIMA 16,300 15,800 4 2 4,075 7,900 HAPPY VALLEY HAPPY VALLEY SCOTTSDALE PIMA PIMA ALMA SCHOOL 4,000 18,200* 2 4 2,000 4,550 *Estimated Volume 2024 Traffic Volume and Collision Data Page 127 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Location PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME JOMAX SCOTTSDALE PIMA 1,700 2 850 DYNAMITE DYNAMITE DYNAMITE DYNAMITE DYNAMITE 56TH 64TH SCOTTSDALE PIMA ALMA SCHOOL 64TH SCOTTSDALE PIMA ALMA SCHOOL 136TH 10,200 10,100 11,700 22,000* 12,300* 2 2 2 4 2 5,100 5,050 5,850 5,500 6,150 DIXILETA SCOTTSDALE PIMA 2,200 2 1,100 LONE MOUNTAIN SCOTTSDALE PIMA 7,100 2 3,550 WESTLAND WESTLAND SCOTTSDALE PIMA PIMA STAGECOACH 5,500 1,900 4 4 1,375 475 CAREFREE CAREFREE 56TH 60TH 60TH SCOTTSDALE 17,300 16,000 2 2 8,650 8,000 STAGECOACH PIMA LEGEND 2,100 2 1,050 CAVE CREEK DESERT MOUNTAIN BARTLETT DAM RD 2,500 2 1,250 *Estimated Volume 2024 Traffic Volume and Collision Data Page 128 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 129 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Segment Lane Volumes Lane Volume, Sorted by Descending Lane Volume 2024 Traffic Volume and Collision Data Page 130 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Descending Lane Volume PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME RANK SCOTTSDALE SHEA SCOTTSDALE SCOTTSDALE INDIAN SCHOOL SCOTTSDALE SCOTTSDALE CACTUS SHEA INDIAN SCHOOL 101 FREEWAY 101 FREEWAY THOMPSON PEAK DEER VALLEY HAYDEN GRAYHAWK HAPPY VALLEY SCOTTSDALE 90TH GRANITE REEF THOMPSON PEAK 90TH GRAYHAWK WILLIAMS GRANITE REEF DEER VALLEY JOMAX HAYDEN 92ND PIMA 41,300 61,300* 38,300 38,000 37,000 36,800 36,600 36,300 54,400 36,200 4 6 4 4 4 4 4 4 6 4 10,325 10,217 9,575 9,500 9,250 9,200 9,150 9,075 9,067 9,050 1 2 3 4 5 6 7 8 9 10 THOMPSON PEAK CHAPARRAL CAREFREE INDIAN SCHOOL PIMA SCOTTSDALE CAREFREE 68TH THOMAS SHEA 100TH MILLER 56TH MILLER DYNAMITE PINNACLE PEAK 60TH INDIAN SCHOOL GRANITE REEF HAYDEN MCDOWELL MTN RANCH 78TH 60TH HAYDEN DIXILETA HAPPY VALLEY SCOTTSDALE CAMELBACK PIMA 101 FREEWAY 35,400* 17,600 17,300 33,600 16,400 32,500 16,000 15,900 31,800* 47,400* 4 2 2 4 2 4 2 2 4 6 8,850 8,800 8,650 8,400 8,200 8,125 8,000 7,950 7,950 7,900 11 12 13 14 15 16 17 18 19 20 PINNACLE PEAK SCOTTSDALE PIMA FRANK LLOYD WRIGHT SCOTTSDALE PIMA FRANK LLOYD WRIGHT RAINTREE CACTUS FRANK LLOYD WRIGHT MILLER JOMAX DIXILETA VIA LINDA LINCOLN LONE MOUNTAIN HAYDEN NORTHSIGHT 64TH GREENWAY-HAYDEN PIMA DYNAMITE LONE MOUNTAIN CACTUS INDIAN BEND WESTLAND/LEGEND 101 FREEWAY 101 FREEWAY SCOTTSDALE HAYDEN 15,800 31,200 15,400 30,700 45,600 15,200 45,600 30,200* 30,000 44,900 2 4 2 4 6 2 6 4 4 6 7,900 7,800 7,700 7,675 7,600 7,600 7,600 7,550 7,500 7,483 21 22 23 24 25 26 27 28 29 30 SCOTTSDALE RAINTREE SCOTTSDALE THOMAS SCOTTSDALE THOMAS INDIAN SCHOOL SCOTTSDALE SCOTTSDALE SHEA WILLIAMS 101 FREEWAY MAYO MILLER DOUBLETREE SCOTTSDALE DRINKWATER CACTUS SWEETWATER 124TH PINNACLE PEAK 90TH/REDFIELD 101 FREEWAY HAYDEN MOUNTAIN VIEW MILLER MILLER SWEETWATER THUNDERBIRD 130TH 29,900 29,500* 44,200 29,300 43,900 28,900 28,800 43,100 43,000 42,600 4 4 6 4 6 4 4 6 6 6 7,475 7,375 7,367 7,325 7,317 7,225 7,200 7,183 7,167 7,100 31 32 33 34 35 36 37 38 39 40 INDIAN SCHOOL SCOTTSDALE CAMELBACK SCOTTSDALE THOMAS PIMA HAYDEN SHEA SCOTTSDALE SHEA 64TH MCDONALD 64TH CHAPARRAL HAYDEN PINNACLE PEAK 101 FREEWAY 64TH INDIAN BEND FRANK LLOYD WRIGHT 68TH LINCOLN 68TH MCDONALD GRANITE REEF HAPPY VALLEY THOMPSON PEAK 70TH MCCORMICK 124TH 28,300* 42,300 28,100 42,100 27,900 41,800 27,700 41,300 41,000 40,900 4 6 4 6 4 6 4 6 6 6 7,075 7,050 7,025 7,017 6,975 6,967 6,925 6,883 6,833 6,817 41 42 43 44 45 46 47 48 49 50 SCOTTSDALE CHOLLA CACTUS 40,800 6 6,800 51 2024 Traffic Volume and Collision Data Page 131 *Estimated Volume Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Descending Lane Volume PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME RANK SCOTTSDALE PIMA SCOTTSDALE INDIAN SCHOOL CHAPARRAL SCOTTSDALE VIA LINDA SCOTTSDALE MCDONALD THUNDERBIRD THOMPSON PEAK FRANK LLOYD WRIGHT 68TH GRANITE REEF DYNAMITE 90TH SHEA GRANITE REEF BUTHERUS PINNACLE PEAK PRINCESS GOLDWATER PIMA DIXILETA 96TH CHOLLA PIMA 40,300 40,100 39,800 26,500 26,400* 26,300 26,300 39,400 26,200* 6 6 6 4 4 4 4 6 4 6,717 6,683 6,633 6,625 6,600 6,575 6,575 6,567 6,550 52 53 54 55 56 57 58 59 60 CACTUS SCOTTSDALE FRANK LLOYD WRIGHT CACTUS SHEA FRANK LLOYD WRIGHT PIMA SHEA SHEA SCOTTSDALE HAYDEN MCCORMICK CACTUS 84TH 92ND 100TH HAPPY VALLEY SCOTTSDALE 96TH PARADISE 84TH DOUBLETREE 100TH 101 FREEWAY 96TH THUNDERBIRD JOMAX HAYDEN VIA LINDA FRANK LLOYD WRIGHT 26,200 39,200 26,100 26,100* 39,100 25,900 25,800 38,700 38,200 38,100 4 6 4 4 6 4 4 6 6 6 6,550 6,533 6,525 6,525 6,517 6,475 6,450 6,450 6,367 6,350 61 62 63 64 65 66 67 68 69 70 PIMA SCOTTSDALE PIMA DYNAMITE MCDONALD FRANK LLOYD WRIGHT SCOTTSDALE FRANK LLOYD WRIGHT SCOTTSDALE INDIAN SCHOOL 101 FREEWAY LONE MOUNTAIN WESTLAND/LEGEND ALMA SCHOOL HAYDEN SCOTTSDALE MCDOWELL 90TH DIXILETA SCOTTSDALE LEGACY ASHLER HILLS STAGECOACH PASS 136TH GRANITE REEF GREENWAY-HAYDEN OAK 92ND/100TH LONE MOUNTAIN DRINKWATER 37,800* 24,600 12,300 12,300* 24,400* 36,400 36,300 36,200* 24,100 24,100 6 4 2 2 4 6 6 6 4 4 6,300 6,150 6,150 6,150 6,100 6,067 6,050 6,033 6,025 6,025 71 72 73 74 75 76 77 78 79 80 HAYDEN PIMA SHEA CAMELBACK FRANK LLOYD WRIGHT VIA DE VENTURA HAYDEN SHEA HAYDEN SCOTTSDALE CACTUS JOMAX 70TH GOLDWATER 101 FREEWAY HAYDEN REDFIELD VIA LINDA SHEA INDIAN SCHOOL SWEETWATER DYNAMITE SCOTTSDALE SCOTTSDALE 90TH PIMA RAINTREE FRANK LLOYD WRIGHT CACTUS CAMELBACK 24,000 24,000 36,000 23,800 35,700 23,700 23,600* 35,300 23,500 23,400* 4 4 6 4 6 4 4 6 4 4 6,000 6,000 6,000 5,950 5,950 5,925 5,900 5,883 5,875 5,850 81 82 83 84 85 86 87 88 89 90 DYNAMITE THUNDERBIRD/REDFIELD GREENWAY-HAYDEN CHAPARRAL SCOTTSDALE SCOTTSDALE CHAPARRAL SCOTTSDALE MCDONALD PIMA SCOTTSDALE SCOTTSDALE FRANK LLOYD WRIGHT HAYDEN BUTHERUS GREENWAY-HAYDEN SCOTTSDALE ASHLER HILLS SCOTTSDALE LEGACY PIMA 76TH BELL GRANITE REEF GREENWAY-HAYDEN PARADISE MILLER WESTLAND HAYDEN HUALAPAI 11,700 17,500* 23,300 23,100* 34,600 34,600 17,300 22,800 22,600 33,700 2 3 4 4 6 6 3 4 4 6 5,850 5,833 5,825 5,775 5,767 5,767 5,767 5,700 5,650 5,617 91 92 93 94 95 96 97 98 99 100 SCOTTSDALE SCOTTSDALE CAMELBACK OAK CHAPARRAL THOMAS 33,300 33,100 6 6 5,550 5,517 101 102 *Estimated Volume 2024 Traffic Volume and Collision Data Page 132 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Descending Lane Volume PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME RANK MCDOWELL INDIAN SCHOOL DYNAMITE 68TH CAMELBACK THOMAS HAYDEN FRANK LLOYD WRIGHT MILLER GOLDWATER PIMA THOMAS SCOTTSDALE 68TH NORTHSIGHT SHEA HAYDEN SCOTTSDALE ALMA SCHOOL OSBORN MILLER SCOTTSDALE FRANK LLOYD WRIGHT VIA LINDA 33,100 22,000 22,000* 10,900* 21,800 27,100 21,500 21,400 6 4 4 2 4 5 4 4 5,517 5,500 5,500 5,450 5,450 5,420 5,375 5,350 103 104 105 106 107 108 109 110 MCDOWELL REDFIELD PIMA SCOTTSDALE 64TH VIA LINDA SHEA BELL RAINTREE SCOTTSDALE SCOTTSDALE 76TH HUALAPAI ROOSEVELT MCDOWELL 96TH 136TH 101 FREEWAY 90TH/REDFIELD MCKELLIPS MILLER HAYDEN THOMPSON PEAK MCDOWELL OAK MOUNTAIN VIEW 142ND 94TH 92ND ROOSEVELT 31,800 15,900* 31,500 31,100* 20,700 20,700 30,900 20,600* 20,500* 30,700* 6 3 6 6 4 4 6 4 4 6 5,300 5,300 5,250 5,183 5,175 5,175 5,150 5,150 5,125 5,117 111 112 113 114 115 116 117 118 119 120 SCOTTSDALE HAYDEN THOMAS CAMELBACK MOUNTAIN VIEW FRANK LLOYD WRIGHT DYNAMITE INDIAN SCHOOL PIMA DYNAMITE THOMAS RAINTREE 64TH MILLER 96TH 92ND/100TH 56TH 60TH MCDONALD 64TH OSBORN NORTHSIGHT 68TH HAYDEN VIA LINDA THOMPSON PEAK 64TH 64TH INDIAN BEND SCOTTSDALE 30,600 20,400* 25,500* 20,400* 10,200 30,600* 10,200 20,300* 10,100* 10,100 6 4 5 4 2 6 2 4 2 2 5,100 5,100 5,100 5,100 5,100 5,100 5,100 5,075 5,050 5,050 121 122 123 124 125 126 127 128 129 130 SCOTTSDALE CACTUS 68TH HAYDEN 68TH SCOTTSDALE HAYDEN HAYDEN HAYDEN SCOTTSDALE WESTLAND 101 FREEWAY OSBORN SWEETWATER OAK PRINCESS MCDONALD INDIAN BEND BELL MOUNTAIN VIEW CAREFREE 94TH INDIAN SCHOOL REDFIELD THOMAS MAYO INDIAN BEND MCCORMICK PRINCESS SHEA 20,100 20,100* 10,000* 19,900 9,900 29,500 29,400 29,400* 19,600 29,200 4 4 2 4 2 6 6 6 4 6 5,025 5,025 5,000 4,975 4,950 4,917 4,900 4,900 4,900 4,867 131 132 133 134 135 136 137 138 139 140 MCDOWELL RAINTREE 68TH INDIAN BEND MCDOWELL MCDOWELL CHAPARRAL GREENWAY-HAYDEN HAYDEN HAYDEN GRANITE REEF 92ND MCDOWELL HAYDEN HAYDEN 68TH 78TH SCOTTSDALE MCCORMICK THOMPSON PEAK PIMA THOMPSON PEAK OAK PIMA GRANITE REEF SCOTTSDALE HAYDEN FRANK LLOYD WRIGHT VIA DE VENTURA GRAYHAWK 28,800* 19,100 9,500 19,000 28,300 28,200 18,700* 18,700 28,000* 18,600 6 4 2 4 6 6 4 4 6 4 4,800 4,775 4,750 4,750 4,717 4,700 4,675 4,675 4,667 4,650 141 142 143 144 145 146 147 148 149 150 MCDOWELL HAYDEN INDIAN BEND 64TH VIA LINDA SCOTTSDALE 68TH MOUNTAIN VIEW HAYDEN 27,900 27,800 18,500 6 6 4 4,650 4,633 4,625 151 152 153 *Estimated Volume 2024 Traffic Volume and Collision Data Page 133 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Descending Lane Volume PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME RANK CACTUS HAYDEN HAYDEN SHEA MILLER 90TH HAPPY VALLEY 96TH PRINCESS OAK 130TH THOMAS VIA LINDA PIMA 100TH 101 FREEWAY THOMAS 136TH OSBORN MOUNTAIN VIEW ALMA SCHOOL 9,200 18,300 27,400 27,400 9,100 18,200 18,200* 2 4 6 6 2 4 4 4,600 4,575 4,567 4,567 4,550 4,550 4,550 154 155 156 157 158 159 160 HAYDEN 64TH THOMPSON PEAK MILLER CAMELBACK FRANK LLOYD WRIGHT HAYDEN NORTHSIGHT HAYDEN 64TH CHAPARRAL THOMAS FRANK LLOYD WRIGHT OSBORN 68TH RAINTREE GRAYHAWK RAINTREE CAMELBACK OAK MCDONALD OSBORN 100TH INDIAN SCHOOL GOLDWATER THUNDERBIRD DEER VALLEY HAYDEN CHAPARRAL THOMAS 27,200 18,100* 22,400 8,900 26,400 26,300 17,400 17,400 26,000 17,300* 6 4 5 2 6 6 4 4 6 4 4,533 4,525 4,480 4,450 4,400 4,383 4,350 4,350 4,333 4,325 161 162 163 164 165 166 167 168 169 170 GOLDWATER HAYDEN 64TH HAYDEN HAYDEN THOMPSON PEAK THOMPSON PEAK 90TH 96TH HAYDEN CAMELBACK MOUNTAIN VIEW OSBORN THOMAS MCKELLIPS MCDOWELL MTN RANCH HAYDEN MOUNTAIN VIEW SHEA INDIAN SCHOOL CHAPARRAL SHEA INDIAN SCHOOL OSBORN ROOSEVELT BELL PIMA SHEA CHOLLA CAMELBACK 21,600 25,900 17,100* 25,400 25,300 16,800* 16,800 16,600 8,300 24,800 5 6 4 6 6 4 4 4 2 6 4,320 4,317 4,275 4,233 4,217 4,200 4,200 4,150 4,150 4,133 171 172 173 174 175 176 177 178 179 180 FRANK LLOYD WRIGHT HAYDEN THOMAS PINNACLE PEAK HAYDEN HAYDEN 92ND THOMAS 92ND 68TH THOMPSON PEAK MCDOWELL 60TH SCOTTSDALE ROOSEVELT VIA DE VENTURA SHEA 56TH MOUNTAIN VIEW CONTINENTAL RAINTREE OAK 64TH MILLER MCDOWELL VIA LINDA CHOLLA 60TH SHEA MCDOWELL 24,800 24,600 20,400* 16,300 24,000 24,000 16,000 20,000 15,900 7,900 6 6 5 4 6 6 4 5 4 2 4,133 4,100 4,080 4,075 4,000 4,000 4,000 4,000 3,975 3,950 181 182 183 184 185 186 187 188 189 190 PIMA RAINTREE 68TH PIMA VIA LINDA MOUNTAIN VIEW 64TH MILLER MILLER BELL INDIAN SCHOOL HAYDEN CAMELBACK CHAPARRAL FRANK LLOYD WRIGHT 90TH CHOLLA OAK DEER VALLEY 94TH CHAPARRAL NORTHSIGHT CHAPARRAL MCDONALD 124TH 92ND CACTUS THOMAS WILLIAMS 98TH 7,900* 15,800* 7,800 7,800* 15,600 15,600 7,700 7,700 15,400 15,100* 2 4 2 2 4 4 2 2 4 4 3,950 3,950 3,900 3,900 3,900 3,900 3,850 3,850 3,850 3,775 191 192 193 194 195 196 197 198 199 200 PIMA MOUNTAIN VIEW 96TH CACTUS THOMAS 92ND CHOLLA 94TH INDIAN SCHOOL 96TH CACTUS 96TH 7,400* 7,300 7,200 14,200 2 2 2 4 3,700 3,650 3,600 3,550 201 202 203 204 *Estimated Volume 2024 Traffic Volume and Collision Data Page 134 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Descending Lane Volume PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME RANK LONE MOUNTAIN 94TH THOMPSON PEAK DOUBLETREE VIA LINDA 94TH SCOTTSDALE SWEETWATER BELL SCOTTSDALE MOUNTAIN VIEW CACTUS PIMA THUNDERBIRD LEGACY VIA LINDA SHEA SWEETWATER 7,100 14,100 14,100 14,100 14,000 13,700 2 4 4 4 4 4 3,550 3,525 3,525 3,525 3,500 3,425 205 206 207 208 209 210 GOLDWATER MILLER PRINCESS 64TH HAYDEN MILLER OSBORN THOMPSON PEAK MILLER 94TH INDIAN SCHOOL ROOSEVELT PERIMETER SHEA OSBORN MCDOWELL 68TH LEGACY WILLIAMS CHOLLA CAMELBACK MCDOWELL 101 FREEWAY CHOLLA INDIAN SCHOOL OAK SCOTTSDALE HORSESHOE CANYON PINNACLE PEAK CACTUS 17,100 6,800 13,600* 6,700 20,100 6,600 6,600 13,000 12,800 12,800 5 2 4 2 6 2 2 4 4 4 3,420 3,400 3,400 3,350 3,350 3,300 3,300 3,250 3,200 3,200 211 212 213 214 215 216 217 218 219 220 MOUNTAIN VIEW VIA DE VENTURA MILLER MCKELLIPS CACTUS SCOTTSDALE VIA LINDA PIMA GRANITE REEF BELL VIA LINDA VIA LINDA CAMELBACK MILLER 100TH OSBORN HAYDEN INDIAN BEND CHAPARRAL PERIMETER 117TH HAYDEN CHAPARRAL HAYDEN 104TH INDIAN SCHOOL 90TH VIA DE VENTURA MCDONALD 101 FREEWAY 6,400 12,700 6,200 12,400 6,200 12,200* 6,000 11,900 5,900* 11,700* 2 4 2 4 2 4 2 4 2 4 3,200 3,175 3,100 3,100 3,100 3,050 3,000 2,975 2,950 2,925 221 222 223 224 225 226 227 228 229 230 94TH/THOMPSON PEAK MOUNTAIN VIEW THOMPSON PEAK MILLER THOMPSON PEAK BELL VIA LINDA PIMA LEGACY MCKELLIPS THUNDERBIRD HAYDEN HORSESHOE CANYON INDIAN SCHOOL PIMA 98TH SHEA MCDOWELL PIMA SCOTTSDALE FRANK LLOYD WRIGHT 90TH WINDGATE PASS CAMELBACK WINDGATE PASS THOMPSON PEAK FRANK LLOYD WRIGHT THOMAS 94TH MILLER 17,500 11,600 11,400 11,300 11,300 11,200 11,100 5,400* 10,700 10,400 6 4 4 4 4 4 4 2 4 4 2,917 2,900 2,850 2,825 2,825 2,800 2,775 2,700 2,675 2,600 231 232 233 234 235 236 237 238 239 240 MILLER NORTHSIGHT/THUNDERBIRD 96TH OSBORN CHAPARRAL THOMPSON PEAK VIA LINDA 94TH VIA LINDA GOLDWATER MCKELLIPS 90TH MOUNTAIN VIEW 64TH 68TH SCOTTSDALE 132ND BELL VIA DE VENTURA SCOTTSDALE ROOSEVELT RAINTREE SHEA 68TH SCOTTSDALE HAYDEN 136TH LEGACY HAYDEN INDIAN SCHOOL 5,100 10,100 10,100 5,000 5,000 10,000 4,900 4,800* 4,700 11,600 2 4 4 2 2 4 2 2 2 5 2,550 2,525 2,525 2,500 2,500 2,500 2,450 2,400 2,350 2,320 241 242 243 244 245 246 247 248 249 250 MOUNTAIN VIEW OSBORN OSBORN 130TH/132ND ALMA SCHOOL SCOTTSDALE DRINKWATER MILLER SHEA HAPPY VALLEY HAYDEN MILLER HAYDEN VIA LINDA JOMAX 9,100 8,900* 8,900* 4,400 8,700* 4 4 4 2 4 2,275 2,225 2,225 2,200 2,175 251 252 253 254 255 *Estimated Volume 2024 Traffic Volume and Collision Data Page 135 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Descending Lane Volume PRIMARY STREET FROM TO VOLUME LANES LANE VOLUME RANK BELL GRANITE REEF VIA LINDA CACTUS LEGACY HAYDEN INDIAN SCHOOL 124TH 104TH 94TH PERIMETER CAMELBACK 132ND FRANK LLOYD WRIGHT THOMPSON PEAK 8,700 4,300* 8,600 4,300 8,600 4 2 4 2 4 2,175 2,150 2,150 2,150 2,150 256 257 258 259 260 THUNDERBIRD HAPPY VALLEY ROOSEVELT OSBORN 96TH RAINTREE WILLIAMS PRINCESS DRINKWATER GRANITE REEF 90TH SCOTTSDALE HAYDEN SCOTTSDALE CACTUS THOMPSON PEAK SCOTTSDALE HAYDEN OSBORN MCDOWELL 92ND PIMA GRANITE REEF DRINKWATER SWEETWATER FRANK LLOYD WRIGHT MILLER PERIMETER INDIAN SCHOOL OAK 8,200 4,000 3,900* 7,700 3,800 7,600 3,800 7,400 9,000* 3,500 4 2 2 4 2 4 2 4 5 2 2,050 2,000 1,950 1,925 1,900 1,900 1,900 1,850 1,800 1,750 261 262 263 264 265 266 267 268 269 270 100TH CAMELBACK GRANITE REEF 100TH MCCORMICK 96TH 100TH GRAYHAWK 114TH/117TH ROOSEVELT FRANK LLOYD WRIGHT HAYDEN ROOSEVELT CACTUS SCOTTSDALE SWEETWATER SWEETWATER SCOTTSDALE MOUNTAIN VIEW MILLER THOMPSON PEAK GRANITE REEF MCDOWELL SWEETWATER HAYDEN THUNDERBIRD FRANK LLOYD WRIGHT HAYDEN SHEA HAYDEN 7,000 3,500* 3,400 3,400 6,600* 3,200 3,200 3,200 3,100 3,000* 4 2 2 2 4 2 2 2 2 2 1,750 1,750 1,700 1,700 1,650 1,600 1,600 1,600 1,550 1,500 271 272 273 274 275 276 277 278 279 280 DEER VALLEY GRANITE REEF GRANITE REEF SWEETWATER THUNDERBIRD DRINKWATER 96TH WESTLAND CONTINENTAL ROOSEVELT SCOTTSDALE OAK CAMELBACK SCOTTSDALE 92ND INDIAN SCHOOL VIA LINDA SCOTTSDALE 68TH SCOTTSDALE MILLER THOMAS CHAPARRAL HAYDEN 94TH SCOTTSDALE MOUNTAIN VIEW PIMA SCOTTSDALE MILLER 3,000 2,900 2,900* 2,800 5,600 6,900* 5,500 5,500 2,700* 2,700* 2 2 2 2 4 5 4 4 2 2 1,500 1,450 1,450 1,400 1,400 1,380 1,375 1,375 1,350 1,350 281 282 283 284 285 286 287 288 289 290 124TH OAK PERIMETER DRINKWATER SWEETWATER CAVE CREEK OSBORN 92ND OAK OAK SHEA 68TH BELL SCOTTSDALE 89TH DESERT MOUNTAIN HAYDEN THUNDERBIRD 56TH HAYDEN VIA LINDA SCOTTSDALE PRINCESS OSBORN 94TH BARTLETT DAM RD GRANITE REEF RAINTREE 60TH GRANITE REEF 5,200 2,600 5,100 6,300 2,500* 2,500 2,400* 2,300 2,300 2,300* 4 2 4 5 2 2 2 2 2 2 1,300 1,300 1,275 1,260 1,250 1,250 1,200 1,150 1,150 1,150 291 292 293 294 295 296 297 298 299 300 CHOLLA 104TH 136TH DIXILETA THUNDERBIRD 124TH 64TH SHEA SHEA SCOTTSDALE 94TH MOUNTAIN VIEW SCOTTSDALE CACTUS VIA LINDA PIMA 96TH SHEA 2,300 2,200 4,400 2,200 4,300 2,100 2 2 4 2 4 2 1,150 1,100 1,100 1,100 1,075 1,050 301 302 303 304 305 306 *Estimated Volume 2024 Traffic Volume and Collision Data Page 136 Scottsdale Traffic Engineering, February 2026 2024 Segment Lane Volumes, Sorted by Descending Lane Volume VOLUME LANES LANE VOLUME RANK 100TH LEGEND FRANK LLOYD WRIGHT 64TH 2,100 2,100 3,900 1,900 2 2 4 2 1,050 1,050 975 950 307 308 309 310 THOMPSON PEAK SCOTTSDALE 100TH 104TH SCOTTSDALE THOMAS CACTUS RAINTREE 117TH 92ND FRANK LLOYD WRIGHT MILLER 104TH FRANK LLOYD WRIGHT PIMA OSBORN SWEETWATER FRANK LLOYD WRIGHT 124TH 96TH 3,400 1,700 1,700 1,700 1,700 1,600* 1,300 2,300* 1,100 1,100 4 2 2 2 2 2 2 4 2 2 850 850 850 850 850 800 650 575 550 550 311 312 313 314 315 316 317 318 319 320 94TH OAK PIMA 96TH THOMAS STAGECOACH 2,100 1,000 1,900 4 2 4 525 500 475 321 322 323 PRIMARY STREET FROM TO SWEETWATER STAGECOACH THUNDERBIRD OAK 96TH PIMA 96TH 60TH 100TH OAK SWEETWATER SWEETWATER JOMAX GRANITE REEF 104TH 92ND MOUNTAIN VIEW CHOLLA SWEETWATER 60TH WESTLAND *Estimated Volume 2024 Traffic Volume and Collision Data Page 137 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 138 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Segment Volume to Capacity Ratios Volume to Capacity Ratios, Sorted by Location 2024 Traffic Volume and Collision Data Page 139 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Location V/C VOLUME CAPACITY RATIO PRIMARY STREET FROM TO 60TH OAK THOMAS 1,000 14,000 0.07 64TH 64TH 64TH 64TH MCDOWELL OAK THOMAS OSBORN OAK THOMAS OSBORN INDIAN SCHOOL 20,700 17,300* 18,100* 17,100* 34,000 34,000 34,000 34,000 0.61 0.51 0.53 0.50 64TH 64TH SHEA CHOLLA CHOLLA CACTUS 6,700 7,700 14,000 14,000 0.48 0.55 68TH 68TH 68TH 68TH 68TH 68TH 68TH CONTINENTAL MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 7,900 9,500 9,900 10,900* 10,000* 15,900 7,800 14,000 14,000 14,000 14,000 14,000 14,000 14,000 0.56 0.68 0.71 0.78 0.71 1.14 0.56 GOLDWATER GOLDWATER GOLDWATER CAMELBACK INDIAN SCHOOL SCOTTSDALE CHAPARRAL CAMELBACK INDIAN SCHOOL 21,600 17,100 11,600 42,500 42,500 42,500 0.51 0.40 0.27 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY 30,700* 31,100* 36,300 33,100 30,600 12,200* 23,400* 33,300 42,100 42,300 45,600 41,000 39,200 43,900 29,200 39,400 40,800 43,100 43,000 40,300 34,600 34,600 38,100 39,800 29,500 44,200 41,300 38,300 36,800 38,000 29,900 32,500 48,000 48,000 48,000 48,000 48,000 32,000 32,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 32,000 32,000 32,000 32,000 32,000 32,000 0.64 0.65 0.76 0.69 0.64 0.38 0.73 0.69 0.88 0.88 0.95 0.85 0.82 0.91 0.61 0.82 0.85 0.90 0.90 0.84 0.72 0.72 0.79 0.83 0.61 0.92 1.29 1.20 1.15 1.19 0.93 1.02 *Estimated Volume 2024 Traffic Volume and Collision Data Page 140 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Location PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND CAREFREE 36,600 31,200 26,300 24,100 24,600 22,800 20,100 34,000 34,000 34,000 34,000 34,000 34,000 34,000 1.08 0.92 0.77 0.71 0.72 0.67 0.59 DRINKWATER DRINKWATER DRINKWATER SCOTTSDALE OSBORN INDIAN SCHOOL OSBORN INDIAN SCHOOL SCOTTSDALE 6,300 9,000* 6,900* 42,500 42,500 42,500 0.15 0.21 0.16 MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 5,100 6,800 6,600 7,700 9,100 8,900 11,300 6,200 14,000 14,000 14,000 14,000 14,000 14,000 28,000 14,000 0.36 0.49 0.47 0.55 0.65 0.64 0.40 0.44 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT 25,300 24,000 24,600 27,400 25,400 20,100 24,800 26,000 27,200 29,400 29,400* 28,000* 24,000 27,800 25,900 23,500 24,000 19,900 23,600* 20,400* 21,500 51,000 51,000 51,000 51,000 51,000 51,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 34,000 34,000 34,000 34,000 34,000 34,000 0.50 0.47 0.48 0.54 0.50 0.39 0.52 0.54 0.57 0.61 0.61 0.58 0.50 0.58 0.54 0.69 0.71 0.59 0.69 0.60 0.63 GREENWAY-HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY 23,300 19,600 18,300 27,700 18,600 17,400 34,000 34,000 34,000 34,000 34,000 34,000 0.69 0.58 0.54 0.81 0.55 0.51 MILLER MILLER DEER VALLEY WILLIAMS WILLIAMS PINNACLE PEAK 15,400 12,800 34,000 34,000 0.45 0.38 GRANITE REEF ROOSEVELT MCDOWELL 3,400 14,000 0.24 *Estimated Volume 2024 Traffic Volume and Collision Data Page 141 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Location PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO GRANITE REEF GRANITE REEF GRANITE REEF MCDOWELL OAK THOMAS OAK THOMAS OSBORN 3,500 2,900 1,600* 14,000 14,000 14,000 0.25 0.21 0.11 GRANITE REEF GRANITE REEF GRANITE REEF INDIAN SCHOOL CAMELBACK CHAPARRAL CAMELBACK CHAPARRAL MCDONALD 4,300* 2,900* 5,900* 14,000 14,000 14,000 0.31 0.21 0.42 NORTHSIGHT/THUNDERBIRD NORTHSIGHT 90TH RAINTREE RAINTREE HAYDEN 10,100 17,400 32,000 32,000 0.32 0.54 PERIMETER BELL PRINCESS 5,100 32,000 0.16 PIMA PIMA PIMA PIMA PIMA PIMA MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA 5,400* 7,400* 7,900* 7,800* 10,100* 11,900 17,000 17,000 17,000 17,000 17,000 34,000 0.32 0.44 0.46 0.46 0.59 0.35 PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA 101 FREEWAY LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND/LEGEND STAGECOACH PASS 37,800* 33,700 31,500 40,100 41,800 25,800 24,000 16,400 15,400 15,200 12,300 48,000 48,000 48,000 48,000 48,000 34,000 34,000 17,000 17,000 14,000 17,000 0.79 0.70 0.66 0.84 0.87 0.76 0.71 0.96 0.91 1.09 0.72 90TH 90TH VIA LINDA MOUNTAIN VIEW MOUNTAIN VIEW SHEA 18,200 16,600 34,000 34,000 0.54 0.49 92ND 92ND MOUNTAIN VIEW SHEA SHEA CHOLLA 15,900 16,000 34,000 34,000 0.47 0.47 92ND 92ND THUNDERBIRD RAINTREE RAINTREE FRANK LLOYD WRIGHT 2,300 2,300* 14,000 28,000 0.16 0.08 94TH 94TH 94TH 94TH/THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CHOLLA CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON WINDGATE PASS 12,800 13,700 14,100 17,500 22,400 35,400* 16,800* 14,100 13,000 11,400 34,000 34,000 34,000 51,000 42,500 34,000 34,000 34,000 34,000 34,000 0.38 0.40 0.41 0.34 0.53 1.04 0.49 0.41 0.38 0.34 94TH BELL LEGACY 4,800* 14,000 0.34 2024 Traffic Volume and Collision Data Page 142 *Estimated Volume Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Location PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO 96TH 96TH 96TH 96TH 96TH 96TH VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD 5,500 10,100 8,300 7,200 3,800 3,200 28,000 28,000 14,000 14,000 14,000 14,000 0.20 0.36 0.59 0.51 0.27 0.23 100TH 100TH 100TH 100TH CACTUS SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK SWEETWATER FRANK LLOYD WRIGHT THOMPSON PEAK FRANK LLOYD WRIGHT 3,400 3,200 7,000 3,400 14,000 14,000 28,000 28,000 0.24 0.23 0.25 0.12 104TH 104TH SHEA CACTUS CACTUS SWEETWATER 2,200 1,300 14,000 14,000 0.16 0.09 ALMA SCHOOL HAPPY VALLEY JOMAX 8,700* 32,000 0.27 114TH/117TH MOUNTAIN VIEW SHEA 3,100 14,000 0.22 FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SHEA VIA LINDA CACTUS 100TH VIA LINDA CACTUS 100TH THUNDERBIRD 21,400 30,700 26,100 25,900 34,000 34,000 34,000 34,000 0.63 0.90 0.77 0.76 124TH 124TH MOUNTAIN VIEW SHEA SHEA VIA LINDA 2,100 5,200 14,000 32,000 0.15 0.16 130TH/132ND SHEA VIA LINDA 4,400 14,000 0.31 136TH SHEA VIA LINDA 4,400 28,000 0.16 MCKELLIPS MCKELLIPS SCOTTSDALE MILLER MILLER HAYDEN 10,400 12,400 34,000 34,000 0.31 0.36 CONTINENTAL ROOSEVELT ROOSEVELT ROOSEVELT 68TH SCOTTSDALE MILLER HAYDEN SCOTTSDALE MILLER HAYDEN GRANITE REEF 2,700* 2,700* 3,000* 3,900* 14,000 14,000 14,000 14,000 0.19 0.19 0.21 0.28 MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL MCDOWELL 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 27,900 28,200 31,800 33,100 28,300 28,800* 48,000 48,000 48,000 48,000 48,000 48,000 0.58 0.59 0.66 0.69 0.59 0.60 OAK OAK 56TH 60TH 60TH 64TH 2,300 1,900 14,000 14,000 0.16 0.14 OAK OAK 68TH SCOTTSDALE SCOTTSDALE MILLER 2,600 1,700 14,000 14,000 0.19 0.12 OAK HAYDEN GRANITE REEF 2,300* 14,000 0.16 *Estimated Volume 2024 Traffic Volume and Collision Data Page 143 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Location PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS THOMAS 56TH 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF 60TH 64TH 68TH SCOTTSDALE MILLER HAYDEN GRANITE REEF PIMA 20,000 20,400* 25,500* 27,100 28,900 29,300 27,900 31,800* 42,500 42,500 42,500 42,500 34,000 34,000 34,000 34,000 0.47 0.48 0.60 0.64 0.85 0.86 0.82 0.94 OSBORN OSBORN OSBORN OSBORN OSBORN OSBORN 64TH 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN 68TH SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 5,000 6,600 7,700 8,900* 8,900* 2,400* 14,000 14,000 32,000 32,000 32,000 14,000 0.36 0.47 0.24 0.28 0.28 0.17 INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL INDIAN SCHOOL 60TH 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF 64TH 68TH GOLDWATER SCOTTSDALE DRINKWATER MILLER HAYDEN GRANITE REEF PIMA 20,300* 28,300* 26,500 22,000 24,100 28,800 33,600 37,000 36,200 34,000 34,000 34,000 34,000 34,000 34,000 34,000 34,000 34,000 0.60 0.83 0.78 0.65 0.71 0.85 0.99 1.09 1.06 CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK CAMELBACK 64TH 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN 68TH GOLDWATER SCOTTSDALE MILLER HAYDEN GRANITE REEF 28,100 26,400 23,800 21,800 20,400* 3,500* 34,000 51,000 34,000 34,000 34,000 14,000 0.83 0.52 0.70 0.64 0.60 0.25 CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL CHAPARRAL 68TH SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF SCOTTSDALE MILLER 78TH HAYDEN GRANITE REEF PIMA 5,000 17,300 17,600 18,700* 23,100* 26,400* 14,000 24,000 14,000 32,000 32,000 32,000 0.36 0.72 1.26 0.58 0.72 0.83 MCDONALD MCDONALD MCDONALD SCOTTSDALE HAYDEN GRANITE REEF HAYDEN GRANITE REEF PIMA 22,600 24,400* 26,200* 34,000 34,000 34,000 0.66 0.72 0.77 INDIAN BEND INDIAN BEND SCOTTSDALE HAYDEN HAYDEN PIMA 18,500 19,000 34,000 34,000 0.54 0.56 MCCORMICK SCOTTSDALE HAYDEN 6,600* 28,000 0.24 DOUBLETREE SCOTTSDALE VIA LINDA 14,100 34,000 0.41 VIA DE VENTURA VIA DE VENTURA VIA LINDA HAYDEN HAYDEN PIMA 12,700 23,700 34,000 34,000 0.37 0.70 *Estimated Volume 2024 Traffic Volume and Collision Data Page 144 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Location PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA LINDA VIA DE VENTURA HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND HAYDEN 90TH 96TH MOUNTAIN VIEW SHEA FRANK LLOYD WRIGHT 124TH 132ND 136TH 4,700 6,000 26,300 20,700 14,000 11,100 15,600 8,600 4,900 14,000 14,000 34,000 34,000 34,000 34,000 34,000 32,000 14,000 0.34 0.43 0.77 0.61 0.41 0.33 0.46 0.27 0.35 MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW MOUNTAIN VIEW SCOTTSDALE HAYDEN 90TH 92ND 96TH VIA LINDA 117TH HAYDEN 90TH 92ND 96TH VIA LINDA 117TH 124TH 9,100 11,600 15,600 7,300 10,200 6,400 1,100 34,000 34,000 34,000 14,000 14,000 14,000 14,000 0.27 0.34 0.46 0.52 0.73 0.46 0.08 SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA SHEA 64TH 70TH SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH 70TH SCOTTSDALE HAYDEN 101 FREEWAY 90TH 92ND 96TH VIA LINDA FRANK LLOYD WRIGHT 124TH 130TH 136TH 142ND 41,300 36,000 38,700 47,400* 61,300* 54,400 39,100 38,200 35,300 40,900 42,600 27,400 30,900 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 0.86 0.75 0.81 0.99 1.28 1.13 0.81 0.80 0.74 0.85 0.89 0.57 0.64 CHOLLA 64TH SCOTTSDALE 2,300 14,000 0.16 CHOLLA 92ND 96TH 1,100 14,000 0.08 CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS CACTUS 64TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH SCOTTSDALE HAYDEN 84TH 101 FREEWAY 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 30,000 36,300 26,200 26,100* 20,100* 14,200 9,200 6,200 4,300 32,000 32,000 32,000 32,000 32,000 32,000 14,000 14,000 14,000 0.94 1.13 0.82 0.82 0.63 0.44 0.66 0.44 0.31 SWEETWATER SCOTTSDALE HAYDEN 2,800 14,000 0.20 SWEETWATER SWEETWATER SWEETWATER SWEETWATER SWEETWATER 89TH 94TH 96TH 100TH 104TH 94TH 96TH 100TH 104TH FRANK LLOYD WRIGHT 2,500* 2,100 2,100 1,700 1,700 14,000 28,000 14,000 14,000 14,000 0.18 0.08 0.15 0.12 0.12 *Estimated Volume 2024 Traffic Volume and Collision Data Page 145 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Location PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO THUNDERBIRD/REDFIELD REDFIELD SCOTTSDALE 76TH 76TH HAYDEN 17,500* 15,900* 24,000 21,000 0.73 0.76 THUNDERBIRD THUNDERBIRD THUNDERBIRD THUNDERBIRD 90TH 92ND 94TH 96TH 92ND 94TH 96TH FRANK LLOYD WRIGHT 8,200 5,600 4,300 3,900 28,000 28,000 28,000 28,000 0.29 0.20 0.15 0.14 RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE RAINTREE HAYDEN NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK NORTHSIGHT 101 FREEWAY 90TH/REDFIELD 92ND THOMPSON PEAK FRANK LLOYD WRIGHT 15,800* 30,200* 29,500* 20,500* 19,100 7,600 34,000 34,000 34,000 34,000 34,000 28,000 0.46 0.89 0.87 0.60 0.56 0.27 GREENWAY-HAYDEN SCOTTSDALE FRANK LLOYD WRIGHT 18,700 34,000 0.55 FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SCOTTSDALE GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE GREENWAY-HAYDEN HAYDEN 101 FREEWAY 90TH 92ND/100TH THOMPSON PEAK RAINTREE THUNDERBIRD 36,400 44,900 45,600 35,700 36,200* 30,600* 24,800 26,300 48,000 48,000 48,000 48,000 48,000 48,000 48,000 48,000 0.76 0.94 0.95 0.74 0.75 0.64 0.52 0.55 BELL BELL BELL BELL BELL HAYDEN PERIMETER 101 FREEWAY 94TH 98TH PERIMETER 101 FREEWAY 94TH 98TH THOMPSON PEAK 8,700 11,700* 20,600* 15,100* 11,200 34,000 34,000 34,000 34,000 34,000 0.26 0.34 0.61 0.44 0.33 PRINCESS PRINCESS HAYDEN PERIMETER PERIMETER 101 FREEWAY 7,400 13,600* 34,000 34,000 0.22 0.40 LEGACY LEGACY PIMA 94TH 94TH THOMPSON PEAK 10,700 8,600 34,000 34,000 0.31 0.25 THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK SCOTTSDALE HAYDEN PIMA HAYDEN PIMA WINDGATE PASS 10,000 16,800 11,300 34,000 34,000 34,000 0.29 0.49 0.33 GRAYHAWK SCOTTSDALE HAYDEN 3,200 14,000 0.23 DEER VALLEY SCOTTSDALE MILLER 3,000 14,000 0.21 WILLIAMS SCOTTSDALE MILLER 3,800 14,000 0.27 PINNACLE PEAK PINNACLE PEAK SCOTTSDALE MILLER MILLER PIMA 16,300 15,800 34,000 17,000 0.48 0.93 HAPPY VALLEY HAPPY VALLEY SCOTTSDALE PIMA PIMA ALMA SCHOOL 4,000 18,200* 16,000 34,000 0.25 0.54 *Estimated Volume 2024 Traffic Volume and Collision Data Page 146 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Location V/C VOLUME CAPACITY RATIO PRIMARY STREET FROM TO JOMAX SCOTTSDALE PIMA 1,700 14,000 0.12 DYNAMITE DYNAMITE DYNAMITE DYNAMITE DYNAMITE 56TH 64TH SCOTTSDALE PIMA ALMA SCHOOL 64TH SCOTTSDALE PIMA ALMA SCHOOL 136TH 10,200 10,100 11,700 22,000* 12,300* 17,000 17,000 17,000 34,000 17,000 0.60 0.59 0.69 0.65 0.72 DIXILETA SCOTTSDALE PIMA 2,200 14,000 0.16 LONE MOUNTAIN SCOTTSDALE PIMA 7,100 14,000 0.51 WESTLAND WESTLAND SCOTTSDALE PIMA PIMA STAGECOACH 5,500 1,900 28,000 28,000 0.20 0.07 CAREFREE CAREFREE 56TH 60TH 60TH SCOTTSDALE 17,300 16,000 17,000 17,000 1.02 0.94 STAGECOACH PIMA LEGEND 2,100 14,000 0.15 CAVE CREEK DESERT MOUNTAIN BARTLETT DAM RD 2,500 16,000 0.16 *Estimated Volume 2024 Traffic Volume and Collision Data Page 147 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 148 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Segment Volume to Capacity Ratios Volume to Capacity Ratios, Sorted by Descending Volume to Capacity Ratio 2024 Traffic Volume and Collision Data Page 149 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Descending Volume to Capacity Ratio PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO RANK SCOTTSDALE SHEA CHAPARRAL SCOTTSDALE SCOTTSDALE SCOTTSDALE 68TH CACTUS SHEA INDIAN SCHOOL 101 FREEWAY 101 FREEWAY MILLER THOMPSON PEAK DEER VALLEY GRAYHAWK INDIAN SCHOOL SCOTTSDALE 90TH HAYDEN THOMPSON PEAK 90TH 78TH GRAYHAWK WILLIAMS DEER VALLEY CAMELBACK HAYDEN 92ND GRANITE REEF 41,300 61,300* 17,600 38,300 38,000 36,800 15,900 36,300 54,400 37,000 32,000 48,000 14,000 32,000 32,000 32,000 14,000 32,000 48,000 34,000 1.29 1.28 1.26 1.20 1.19 1.15 1.14 1.13 1.13 1.09 1 2 3 4 5 6 7 8 9 10 PIMA SCOTTSDALE INDIAN SCHOOL THOMPSON PEAK CAREFREE SCOTTSDALE INDIAN SCHOOL SHEA PIMA SCOTTSDALE LONE MOUNTAIN HAPPY VALLEY GRANITE REEF 100TH 56TH PINNACLE PEAK MILLER HAYDEN DYNAMITE LINCOLN WESTLAND/LEGEND JOMAX PIMA MCDOWELL MTN RANCH 60TH HAPPY VALLEY HAYDEN 101 FREEWAY DIXILETA INDIAN BEND 15,200 36,600 36,200 35,400* 17,300 32,500 33,600 47,400* 16,400 45,600 14,000 34,000 34,000 34,000 17,000 32,000 34,000 48,000 17,000 48,000 1.09 1.08 1.06 1.04 1.02 1.02 0.99 0.99 0.96 0.95 11 12 13 14 15 16 17 18 19 20 FRANK LLOYD WRIGHT CAREFREE CACTUS FRANK LLOYD WRIGHT THOMAS SCOTTSDALE PINNACLE PEAK SCOTTSDALE SCOTTSDALE SCOTTSDALE HAYDEN 60TH 64TH GREENWAY-HAYDEN GRANITE REEF WILLIAMS MILLER MAYO JOMAX DOUBLETREE 101 FREEWAY SCOTTSDALE SCOTTSDALE HAYDEN PIMA PINNACLE PEAK PIMA 101 FREEWAY DYNAMITE MOUNTAIN VIEW 45,600 16,000 30,000 44,900 31,800* 29,900 15,800 44,200 31,200 43,900 48,000 17,000 32,000 48,000 34,000 32,000 17,000 48,000 34,000 48,000 0.95 0.94 0.94 0.94 0.94 0.93 0.93 0.92 0.92 0.91 21 22 23 24 25 26 27 28 29 30 PIMA FRANK LLOYD WRIGHT SCOTTSDALE SCOTTSDALE RAINTREE SHEA SCOTTSDALE SCOTTSDALE PIMA RAINTREE DIXILETA VIA LINDA CACTUS SWEETWATER NORTHSIGHT 124TH MCDONALD CHAPARRAL PINNACLE PEAK 101 FREEWAY LONE MOUNTAIN CACTUS SWEETWATER THUNDERBIRD 101 FREEWAY 130TH LINCOLN MCDONALD HAPPY VALLEY 90TH/REDFIELD 15,400 30,700 43,100 43,000 30,200* 42,600 42,300 42,100 41,800 29,500* 17,000 34,000 48,000 48,000 34,000 48,000 48,000 48,000 48,000 34,000 0.91 0.90 0.90 0.90 0.89 0.89 0.88 0.88 0.87 0.87 31 32 33 34 35 36 37 38 39 40 THOMAS SHEA SCOTTSDALE SHEA SCOTTSDALE THOMAS INDIAN SCHOOL SCOTTSDALE PIMA INDIAN SCHOOL MILLER 64TH INDIAN BEND FRANK LLOYD WRIGHT CHOLLA SCOTTSDALE DRINKWATER THUNDERBIRD THOMPSON PEAK 64TH HAYDEN 70TH MCCORMICK 124TH CACTUS MILLER MILLER BUTHERUS PINNACLE PEAK 68TH 29,300 41,300 41,000 40,900 40,800 28,900 28,800 40,300 40,100 28,300* 34,000 48,000 48,000 48,000 48,000 34,000 34,000 48,000 48,000 34,000 0.86 0.86 0.85 0.85 0.85 0.85 0.85 0.84 0.84 0.83 41 42 43 44 45 46 47 48 49 50 *Estimated Volume 2024 Traffic Volume and Collision Data Page 150 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Descending Volume to Capacity Ratio PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO RANK SCOTTSDALE CAMELBACK CHAPARRAL SCOTTSDALE THOMAS CACTUS SCOTTSDALE CACTUS HAYDEN SHEA FRANK LLOYD WRIGHT 64TH GRANITE REEF SHEA HAYDEN HAYDEN MCCORMICK 84TH 101 FREEWAY 92ND PRINCESS 68TH PIMA CHOLLA GRANITE REEF 84TH DOUBLETREE 101 FREEWAY THOMPSON PEAK 96TH 39,800 28,100 26,400* 39,400 27,900 26,200 39,200 26,100* 27,700 39,100 48,000 34,000 32,000 48,000 34,000 32,000 48,000 32,000 34,000 48,000 0.83 0.83 0.83 0.82 0.82 0.82 0.82 0.82 0.81 0.81 51 52 53 54 55 56 57 58 59 60 SHEA SHEA SCOTTSDALE PIMA INDIAN SCHOOL 68TH SCOTTSDALE VIA LINDA MCDONALD FRANK LLOYD WRIGHT SCOTTSDALE 96TH PARADISE 101 FREEWAY 68TH THOMAS DYNAMITE 90TH GRANITE REEF CACTUS HAYDEN VIA LINDA FRANK LLOYD WRIGHT LEGACY GOLDWATER OSBORN DIXILETA 96TH PIMA 100TH 38,700 38,200 38,100 37,800* 26,500 10,900* 26,300 26,300 26,200* 26,100 48,000 48,000 48,000 48,000 34,000 14,000 34,000 34,000 34,000 34,000 0.81 0.80 0.79 0.79 0.78 0.78 0.77 0.77 0.77 0.77 61 62 63 64 65 66 67 68 69 70 FRANK LLOYD WRIGHT PIMA FRANK LLOYD WRIGHT REDFIELD SCOTTSDALE FRANK LLOYD WRIGHT SHEA FRANK LLOYD WRIGHT SHEA SCOTTSDALE 100TH HAPPY VALLEY SCOTTSDALE 76TH MCDOWELL 90TH 70TH 101 FREEWAY VIA LINDA INDIAN SCHOOL THUNDERBIRD JOMAX GREENWAY-HAYDEN HAYDEN OAK 92ND/100TH SCOTTSDALE 90TH FRANK LLOYD WRIGHT CAMELBACK 25,900 25,800 36,400 15,900* 36,300 36,200* 36,000 35,700 35,300 23,400* 34,000 34,000 48,000 21,000 48,000 48,000 48,000 48,000 48,000 32,000 0.76 0.76 0.76 0.76 0.76 0.75 0.75 0.74 0.74 0.73 71 72 73 74 75 76 77 78 79 80 THUNDERBIRD/REDFIELD MOUNTAIN VIEW SCOTTSDALE PIMA DYNAMITE CHAPARRAL SCOTTSDALE SCOTTSDALE CHAPARRAL MCDONALD SCOTTSDALE 96TH LONE MOUNTAIN WESTLAND/LEGEND ALMA SCHOOL HAYDEN BUTHERUS GREENWAY-HAYDEN SCOTTSDALE HAYDEN 76TH VIA LINDA ASHLER HILLS STAGECOACH PASS 136TH GRANITE REEF GREENWAY-HAYDEN PARADISE MILLER GRANITE REEF 17,500* 10,200 24,600 12,300 12,300* 23,100* 34,600 34,600 17,300 24,400* 24,000 14,000 34,000 17,000 17,000 32,000 48,000 48,000 24,000 34,000 0.73 0.73 0.72 0.72 0.72 0.72 0.72 0.72 0.72 0.72 81 82 83 84 85 86 87 88 89 90 68TH SCOTTSDALE INDIAN SCHOOL 68TH HAYDEN PIMA PIMA CAMELBACK VIA DE VENTURA OSBORN DIXILETA SCOTTSDALE OAK CACTUS JOMAX LEGACY GOLDWATER HAYDEN INDIAN SCHOOL LONE MOUNTAIN DRINKWATER THOMAS SWEETWATER DYNAMITE HUALAPAI SCOTTSDALE PIMA 10,000* 24,100 24,100 9,900 24,000 24,000 33,700 23,800 23,700 14,000 34,000 34,000 14,000 34,000 34,000 48,000 34,000 34,000 0.71 0.71 0.71 0.71 0.71 0.71 0.70 0.70 0.70 91 92 93 94 95 96 97 98 99 *Estimated Volume 2024 Traffic Volume and Collision Data Page 151 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Descending Volume to Capacity Ratio PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO RANK HAYDEN REDFIELD RAINTREE 23,600* 34,000 0.69 100 SCOTTSDALE HAYDEN SCOTTSDALE MCDOWELL DYNAMITE GREENWAY-HAYDEN 68TH SCOTTSDALE MCDONALD MCDOWELL CAMELBACK SHEA OAK MILLER SCOTTSDALE FRANK LLOYD WRIGHT MCDOWELL ASHLER HILLS SCOTTSDALE SCOTTSDALE CHAPARRAL CACTUS THOMAS HAYDEN PIMA BELL OAK WESTLAND HAYDEN MILLER 33,300 23,500 33,100 33,100 11,700 23,300 9,500 22,800 22,600 31,800 48,000 34,000 48,000 48,000 17,000 34,000 14,000 34,000 34,000 48,000 0.69 0.69 0.69 0.69 0.69 0.69 0.68 0.67 0.66 0.66 101 102 103 104 105 106 107 108 109 110 CACTUS PIMA MILLER SCOTTSDALE INDIAN SCHOOL DYNAMITE SHEA CAMELBACK SCOTTSDALE THOMAS 96TH HUALAPAI THOMAS ROOSEVELT GOLDWATER PIMA 136TH SCOTTSDALE MCKELLIPS 68TH 100TH THOMPSON PEAK OSBORN MCDOWELL SCOTTSDALE ALMA SCHOOL 142ND MILLER ROOSEVELT SCOTTSDALE 9,200 31,500 9,100 31,100* 22,000 22,000* 30,900 21,800 30,700* 27,100 14,000 48,000 14,000 48,000 34,000 34,000 48,000 34,000 48,000 42,500 0.66 0.66 0.65 0.65 0.65 0.65 0.64 0.64 0.64 0.64 111 112 113 114 115 116 117 118 119 120 SCOTTSDALE FRANK LLOYD WRIGHT MILLER HAYDEN FRANK LLOYD WRIGHT CACTUS SCOTTSDALE HAYDEN HAYDEN 64TH THOMAS 92ND/100TH OSBORN NORTHSIGHT SHEA 101 FREEWAY PRINCESS MCDONALD INDIAN BEND MCDOWELL OSBORN THOMPSON PEAK INDIAN SCHOOL FRANK LLOYD WRIGHT VIA LINDA 94TH MAYO INDIAN BEND MCCORMICK OAK 30,600 30,600* 8,900 21,500 21,400 20,100* 29,500 29,400 29,400* 20,700 48,000 48,000 14,000 34,000 34,000 32,000 48,000 48,000 48,000 34,000 0.64 0.64 0.64 0.63 0.63 0.63 0.61 0.61 0.61 0.61 121 122 123 124 125 126 127 128 129 130 VIA LINDA SCOTTSDALE BELL RAINTREE HAYDEN MCDOWELL THOMAS CAMELBACK DYNAMITE INDIAN SCHOOL 96TH MOUNTAIN VIEW 101 FREEWAY 90TH/REDFIELD RAINTREE GRANITE REEF 64TH MILLER 56TH 60TH MOUNTAIN VIEW SHEA 94TH 92ND NORTHSIGHT PIMA 68TH HAYDEN 64TH 64TH 20,700 29,200 20,600* 20,500* 20,400* 28,800* 25,500* 20,400* 10,200 20,300* 34,000 48,000 34,000 34,000 34,000 48,000 42,500 34,000 17,000 34,000 0.61 0.61 0.61 0.60 0.60 0.60 0.60 0.60 0.60 0.60 131 132 133 134 135 136 137 138 139 140 PIMA DYNAMITE 96TH SCOTTSDALE MCDOWELL MCDOWELL HAYDEN CHAPARRAL MCDONALD 64TH SHEA WESTLAND HAYDEN 68TH SWEETWATER 78TH INDIAN BEND SCOTTSDALE CHOLLA CAREFREE GRANITE REEF SCOTTSDALE REDFIELD HAYDEN 10,100* 10,100 8,300 20,100 28,300 28,200 19,900 18,700* 17,000 17,000 14,000 34,000 48,000 48,000 34,000 32,000 0.59 0.59 0.59 0.59 0.59 0.59 0.59 0.58 141 142 143 144 145 146 147 148 *Estimated Volume 2024 Traffic Volume and Collision Data Page 152 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Descending Volume to Capacity Ratio PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO RANK HAYDEN MCDOWELL MCCORMICK 64TH VIA DE VENTURA 68TH 28,000* 27,900 48,000 48,000 0.58 0.58 149 150 HAYDEN HAYDEN SHEA HAYDEN 68TH RAINTREE INDIAN BEND 68TH 64TH MILLER VIA LINDA BELL 130TH CHAPARRAL CONTINENTAL 92ND HAYDEN CAMELBACK CHOLLA OAK MOUNTAIN VIEW PRINCESS 136TH MCDONALD MCDOWELL THOMPSON PEAK PIMA CHAPARRAL CACTUS THOMAS 27,800 19,600 27,400 27,200 7,900 19,100 19,000 7,800 7,700 7,700 48,000 34,000 48,000 48,000 14,000 34,000 34,000 14,000 14,000 14,000 0.58 0.58 0.57 0.57 0.56 0.56 0.56 0.56 0.55 0.55 151 152 153 154 155 156 157 158 159 160 GREENWAY-HAYDEN FRANK LLOYD WRIGHT HAYDEN INDIAN BEND NORTHSIGHT HAYDEN HAYDEN HAYDEN HAYDEN 90TH SCOTTSDALE RAINTREE THOMPSON PEAK SCOTTSDALE RAINTREE CAMELBACK MOUNTAIN VIEW PRINCESS OAK VIA LINDA FRANK LLOYD WRIGHT THUNDERBIRD GRAYHAWK HAYDEN HAYDEN CHAPARRAL SHEA 101 FREEWAY THOMAS MOUNTAIN VIEW 18,700 26,300 18,600 18,500 17,400 26,000 25,900 18,300 27,400 18,200 34,000 48,000 34,000 34,000 32,000 48,000 48,000 34,000 51,000 34,000 0.55 0.55 0.55 0.54 0.54 0.54 0.54 0.54 0.54 0.54 161 162 163 164 165 166 167 168 169 170 HAPPY VALLEY 64TH THOMPSON PEAK MOUNTAIN VIEW CAMELBACK HAYDEN FRANK LLOYD WRIGHT 96TH HAYDEN 64TH PIMA THOMAS FRANK LLOYD WRIGHT 92ND 68TH INDIAN SCHOOL THOMPSON PEAK CHOLLA GRAYHAWK OAK ALMA SCHOOL OSBORN 100TH 96TH GOLDWATER CAMELBACK RAINTREE CACTUS DEER VALLEY THOMAS 18,200* 18,100* 22,400 7,300 26,400 24,800 24,800 7,200 17,400 17,300* 34,000 34,000 42,500 14,000 51,000 48,000 48,000 14,000 34,000 34,000 0.54 0.53 0.53 0.52 0.52 0.52 0.52 0.51 0.51 0.51 171 172 173 174 175 176 177 178 179 180 GOLDWATER LONE MOUNTAIN 64TH HAYDEN HAYDEN HAYDEN THOMPSON PEAK THOMPSON PEAK 90TH MILLER CAMELBACK SCOTTSDALE OSBORN VIA DE VENTURA THOMAS MCKELLIPS MCDOWELL MTN RANCH HAYDEN MOUNTAIN VIEW ROOSEVELT CHAPARRAL PIMA INDIAN SCHOOL VIA LINDA OSBORN ROOSEVELT BELL PIMA SHEA MCDOWELL 21,600 7,100 17,100* 24,000 25,400 25,300 16,800* 16,800 16,600 6,800 42,500 14,000 34,000 48,000 51,000 51,000 34,000 34,000 34,000 14,000 0.51 0.51 0.50 0.50 0.50 0.50 0.49 0.49 0.49 0.49 181 182 183 184 185 186 187 188 189 190 HAYDEN THOMAS PINNACLE PEAK 64TH MILLER OSBORN HAYDEN MCDOWELL 60TH SCOTTSDALE SHEA MCDOWELL 68TH ROOSEVELT OAK 64TH MILLER CHOLLA OAK SCOTTSDALE MCDOWELL 24,600 20,400* 16,300 6,700 6,600 6,600 24,000 51,000 42,500 34,000 14,000 14,000 14,000 51,000 0.48 0.48 0.48 0.48 0.47 0.47 0.47 191 192 193 194 195 196 197 *Estimated Volume 2024 Traffic Volume and Collision Data Page 153 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Descending Volume to Capacity Ratio PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO RANK 92ND THOMAS 92ND SHEA 56TH MOUNTAIN VIEW CHOLLA 60TH SHEA 16,000 20,000 15,900 34,000 42,500 34,000 0.47 0.47 0.47 198 199 200 PIMA RAINTREE PIMA VIA LINDA MOUNTAIN VIEW MOUNTAIN VIEW MILLER BELL CACTUS MILLER INDIAN SCHOOL HAYDEN CHAPARRAL FRANK LLOYD WRIGHT 90TH VIA LINDA DEER VALLEY 94TH 94TH CAMELBACK CHAPARRAL NORTHSIGHT MCDONALD 124TH 92ND 117TH WILLIAMS 98TH 96TH CHAPARRAL 7,900* 15,800* 7,800* 15,600 15,600 6,400 15,400 15,100* 14,200 6,200 17,000 34,000 17,000 34,000 34,000 14,000 34,000 34,000 32,000 14,000 0.46 0.46 0.46 0.46 0.46 0.46 0.45 0.44 0.44 0.44 201 202 203 204 205 206 207 208 209 210 CACTUS PIMA VIA LINDA GRANITE REEF 94TH THOMPSON PEAK DOUBLETREE VIA LINDA MILLER 94TH 100TH THOMAS HAYDEN CHAPARRAL SWEETWATER BELL SCOTTSDALE MOUNTAIN VIEW INDIAN SCHOOL CACTUS 104TH INDIAN SCHOOL 90TH MCDONALD THUNDERBIRD LEGACY VIA LINDA SHEA CAMELBACK SWEETWATER 6,200 7,400* 6,000 5,900* 14,100 14,100 14,100 14,000 11,300 13,700 14,000 17,000 14,000 14,000 34,000 34,000 34,000 34,000 28,000 34,000 0.44 0.44 0.43 0.42 0.41 0.41 0.41 0.41 0.40 0.40 211 212 213 214 215 216 217 218 219 220 GOLDWATER PRINCESS HAYDEN THOMPSON PEAK SCOTTSDALE MILLER 94TH VIA DE VENTURA MCKELLIPS MILLER INDIAN SCHOOL PERIMETER OSBORN LEGACY OSBORN WILLIAMS CHOLLA VIA LINDA MILLER MCKELLIPS CAMELBACK 101 FREEWAY INDIAN SCHOOL HORSESHOE CANYON INDIAN SCHOOL PINNACLE PEAK CACTUS HAYDEN HAYDEN ROOSEVELT 17,100 13,600* 20,100 13,000 12,200* 12,800 12,800 12,700 12,400 5,100 42,500 34,000 51,000 34,000 32,000 34,000 34,000 34,000 34,000 14,000 0.40 0.40 0.39 0.38 0.38 0.38 0.38 0.37 0.36 0.36 221 222 223 224 225 226 227 228 229 230 96TH OSBORN CHAPARRAL PIMA VIA LINDA BELL 94TH/THOMPSON PEAK 94TH MOUNTAIN VIEW VIA LINDA MOUNTAIN VIEW 64TH 68TH INDIAN BEND 132ND PERIMETER THUNDERBIRD BELL HAYDEN VIA DE VENTURA SHEA 68TH SCOTTSDALE VIA DE VENTURA 136TH 101 FREEWAY FRANK LLOYD WRIGHT LEGACY 90TH HAYDEN 10,100 5,000 5,000 11,900 4,900 11,700* 17,500 4,800* 11,600 4,700 28,000 14,000 14,000 34,000 14,000 34,000 51,000 14,000 34,000 14,000 0.36 0.36 0.36 0.35 0.35 0.34 0.34 0.34 0.34 0.34 231 232 233 234 235 236 237 238 239 240 THOMPSON PEAK THOMPSON PEAK BELL VIA LINDA PIMA NORTHSIGHT/THUNDERBIRD HORSESHOE CANYON PIMA 98TH SHEA MCDOWELL 90TH WINDGATE PASS WINDGATE PASS THOMPSON PEAK FRANK LLOYD WRIGHT THOMAS RAINTREE 11,400 11,300 11,200 11,100 5,400* 10,100 34,000 34,000 34,000 34,000 17,000 32,000 0.34 0.33 0.33 0.33 0.32 0.32 241 242 243 244 245 246 *Estimated Volume 2024 Traffic Volume and Collision Data Page 154 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Descending Volume to Capacity Ratio PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO RANK LEGACY 130TH/132ND GRANITE REEF CACTUS PIMA SHEA INDIAN SCHOOL 104TH 94TH VIA LINDA CAMELBACK FRANK LLOYD WRIGHT 10,700 4,400 4,300* 4,300 34,000 14,000 14,000 14,000 0.31 0.31 0.31 0.31 247 248 249 250 MCKELLIPS THOMPSON PEAK THUNDERBIRD ROOSEVELT OSBORN OSBORN GOLDWATER ALMA SCHOOL 96TH RAINTREE SCOTTSDALE SCOTTSDALE 90TH HAYDEN DRINKWATER MILLER SCOTTSDALE HAPPY VALLEY CACTUS THOMPSON PEAK MILLER HAYDEN 92ND GRANITE REEF MILLER HAYDEN INDIAN SCHOOL JOMAX SWEETWATER FRANK LLOYD WRIGHT 10,400 10,000 8,200 3,900* 8,900* 8,900* 11,600 8,700* 3,800 7,600 34,000 34,000 28,000 14,000 32,000 32,000 42,500 32,000 14,000 28,000 0.31 0.29 0.29 0.28 0.28 0.28 0.27 0.27 0.27 0.27 251 252 253 254 255 256 257 258 259 260 WILLIAMS VIA LINDA MOUNTAIN VIEW BELL LEGACY GRANITE REEF 100TH CAMELBACK HAPPY VALLEY GRANITE REEF SCOTTSDALE 124TH SCOTTSDALE HAYDEN 94TH MCDOWELL FRANK LLOYD WRIGHT HAYDEN SCOTTSDALE ROOSEVELT MILLER 132ND HAYDEN PERIMETER THOMPSON PEAK OAK THOMPSON PEAK GRANITE REEF PIMA MCDOWELL 3,800 8,600 9,100 8,700 8,600 3,500 7,000 3,500* 4,000 3,400 14,000 32,000 34,000 34,000 34,000 14,000 28,000 14,000 16,000 14,000 0.27 0.27 0.27 0.26 0.25 0.25 0.25 0.25 0.25 0.24 261 262 263 264 265 266 267 268 269 270 100TH OSBORN MCCORMICK 96TH 100TH GRAYHAWK 114TH/117TH PRINCESS ROOSEVELT DEER VALLEY CACTUS SCOTTSDALE SCOTTSDALE SWEETWATER SWEETWATER SCOTTSDALE MOUNTAIN VIEW HAYDEN MILLER SCOTTSDALE SWEETWATER DRINKWATER HAYDEN THUNDERBIRD FRANK LLOYD WRIGHT HAYDEN SHEA PERIMETER HAYDEN MILLER 3,400 7,700 6,600* 3,200 3,200 3,200 3,100 7,400 3,000* 3,000 14,000 32,000 28,000 14,000 14,000 14,000 14,000 34,000 14,000 14,000 0.24 0.24 0.24 0.23 0.23 0.23 0.22 0.22 0.21 0.21 271 272 273 274 275 276 277 278 279 280 DRINKWATER GRANITE REEF GRANITE REEF SWEETWATER THUNDERBIRD 96TH WESTLAND CONTINENTAL ROOSEVELT OAK OSBORN OAK CAMELBACK SCOTTSDALE 92ND VIA LINDA SCOTTSDALE 68TH SCOTTSDALE 68TH INDIAN SCHOOL THOMAS CHAPARRAL HAYDEN 94TH MOUNTAIN VIEW PIMA SCOTTSDALE MILLER SCOTTSDALE 9,000* 2,900 2,900* 2,800 5,600 5,500 5,500 2,700* 2,700* 2,600 42,500 14,000 14,000 14,000 28,000 28,000 28,000 14,000 14,000 14,000 0.21 0.21 0.21 0.20 0.20 0.20 0.20 0.19 0.19 0.19 281 282 283 284 285 286 287 288 289 290 SWEETWATER OSBORN 92ND OAK OAK 89TH HAYDEN THUNDERBIRD 56TH HAYDEN 94TH GRANITE REEF RAINTREE 60TH GRANITE REEF 2,500* 2,400* 2,300 2,300 2,300* 14,000 14,000 14,000 14,000 14,000 0.18 0.17 0.16 0.16 0.16 291 292 293 294 295 *Estimated Volume 2024 Traffic Volume and Collision Data Page 155 Scottsdale Traffic Engineering, February 2026 2024 Segment Volume to Capacity Ratios, Sorted by Descending Volume to Capacity Ratio PRIMARY STREET FROM TO V/C VOLUME CAPACITY RATIO RANK CHOLLA 124TH DRINKWATER PERIMETER 104TH 64TH SHEA INDIAN SCHOOL BELL SHEA SCOTTSDALE VIA LINDA SCOTTSDALE PRINCESS CACTUS 2,300 5,200 6,900* 5,100 2,200 14,000 32,000 42,500 32,000 14,000 0.16 0.16 0.16 0.16 0.16 296 297 298 299 300 136TH DIXILETA CAVE CREEK THUNDERBIRD 124TH SWEETWATER STAGECOACH DRINKWATER THUNDERBIRD OAK SHEA SCOTTSDALE DESERT MOUNTAIN 94TH MOUNTAIN VIEW 96TH PIMA SCOTTSDALE 96TH 60TH VIA LINDA PIMA BARTLETT DAM RD 96TH SHEA 100TH LEGEND OSBORN FRANK LLOYD WRIGHT 64TH 4,400 2,200 2,500 4,300 2,100 2,100 2,100 6,300 3,900 1,900 28,000 14,000 16,000 28,000 14,000 14,000 14,000 42,500 28,000 14,000 0.16 0.16 0.16 0.15 0.15 0.15 0.15 0.15 0.14 0.14 301 302 303 304 305 306 307 308 309 310 100TH OAK SWEETWATER SWEETWATER JOMAX GRANITE REEF 104TH 92ND MOUNTAIN VIEW CHOLLA THOMPSON PEAK SCOTTSDALE 100TH 104TH SCOTTSDALE THOMAS CACTUS RAINTREE 117TH 92ND FRANK LLOYD WRIGHT MILLER 104TH FRANK LLOYD WRIGHT PIMA OSBORN SWEETWATER FRANK LLOYD WRIGHT 124TH 96TH 3,400 1,700 1,700 1,700 1,700 1,600* 1,300 2,300* 1,100 1,100 28,000 14,000 14,000 14,000 14,000 14,000 14,000 28,000 14,000 14,000 0.12 0.12 0.12 0.12 0.12 0.11 0.09 0.08 0.08 0.08 311 312 313 314 315 316 317 318 319 320 SWEETWATER 60TH WESTLAND 94TH OAK PIMA 96TH THOMAS STAGECOACH 2,100 1,000 1,900 28,000 14,000 28,000 0.08 0.07 0.07 321 322 323 *Estimated Volume 2024 Traffic Volume and Collision Data Page 156 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 157 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data Collision Data 2024 Intersection Collision Data Sorted by Location 2024 Traffic Volume and Collision Data Page 158 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Location 2024 Average Intersection Collision Rate = 0.56 collisions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE 56TH 56TH OAK THOMAS 4,300 30,700 0 2 0.0 1.0 0.00 0.09 56TH 56TH DYNAMITE CAREFREE 14,400 18,600 4 1 2.0 0.5 0.38 0.07 60TH 60TH OAK THOMAS 2,600 20,800 0 7 0.0 3.5 0.00 0.46 60TH CAREFREE 20,300 4 2.0 0.27 64TH 64TH 64TH 64TH 64TH 64TH 64TH 64TH 64TH MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK SHEA CHOLLA CACTUS 44,000 16,400 45,100* 19,100 32,200* 33,200 47,600 9,900 36,900 3 5 30 6 12 9 11 0 18 1.5 2.5 15.0 3.0 6.0 4.5 5.5 0.0 9.0 0.09 0.42 0.91 0.43 0.51 0.37 0.32 0.00 0.67 64TH DYNAMITE 10,800 2 1.0 0.25 68TH 68TH 68TH 68TH 68TH 68TH 68TH 68TH CONTINENTAL MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 9,900 36,500 10,500 37,000 15,500* 43,400 40,200 9,200 0 11 4 24 10 10 27 4 0.0 5.5 2.0 12.0 5.0 5.0 13.5 2.0 0.00 0.41 0.52 0.89 0.88 0.32 0.92 0.60 70TH SHEA 44,900 22 11.0 0.67 GOLDWATER GOLDWATER INDIAN SCHOOL CAMELBACK 38,000 41,400 25 33 12.5 16.5 0.90 1.09 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS 39,400 34,400* 66,400 35,300 64,500 23,000 42,600* 52,100 50,000 56,100 59,000 54,900 41,900 52,700 41,800 72,900 43,000 77,300 3 6 39 13 40 24 36 33 28 24 24 21 10 12 31 57 7 48 1.5 3.0 19.5 6.5 20.0 12.0 18.0 16.5 14.0 12.0 12.0 10.5 5.0 6.0 15.5 28.5 3.5 24.0 0.10 0.24 0.80 0.50 0.85 1.43 1.16 0.87 0.77 0.59 0.56 0.52 0.33 0.31 1.02 1.07 0.22 0.85 *Estimated Volume 2024 Traffic Volume and Collision Data Page 159 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Location 2024 Average Intersection Collision Rate = 0.56 collisions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SWEETWATER THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND CAREFREE 43,900 62,900 49,800 47,700 42,700 72,000 44,100 51,100 66,500* 46,200 37,900 40,000 38,000 44,200 37,500 34,400 40,800 29,000 32,300 26,800 28,400 23,600 12 15 17 19 1 31 18 28 73 11 7 5 4 33 3 9 25 4 19 9 5 12 6.0 7.5 8.5 9.5 0.5 15.5 9.0 14.0 36.5 5.5 3.5 2.5 2.0 16.5 1.5 4.5 12.5 2.0 9.5 4.5 2.5 6.0 0.37 0.33 0.47 0.55 0.03 0.59 0.56 0.75 1.50 0.33 0.25 0.17 0.14 1.02 0.11 0.36 0.84 0.19 0.81 0.46 0.24 0.70 DRINKWATER DRINKWATER OSBORN INDIAN SCHOOL 16,300 35,500* 18 23 9.0 11.5 1.51 0.89 MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 15,400 7,500 40,200 7,700* 36,400 17,500* 40,800 30,400* 22,800 15 3 22 4 25 11 21 28 4 7.5 1.5 11.0 2.0 12.5 5.5 10.5 14.0 2.0 1.33 0.55 0.75 0.71 0.94 0.86 0.71 1.26 0.24 MILLER MILLER MILLER DEER VALLEY WILLIAMS PINNACLE PEAK 18,200 16,500 23,600 3 4 6 1.5 2.0 3.0 0.23 0.33 0.35 76TH REDFIELD 16,900* 1 0.5 0.08 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA 41,400 27,800* 57,800 28,100* 58,000 25,800 59,000 38,600 47,200* 53,300 48,800 35,600* 45,300 21 11 43 7 58 26 29 25 12 37 28 19 13 10.5 5.5 21.5 3.5 29.0 13.0 14.5 12.5 6.0 18.5 14.0 9.5 6.5 0.69 0.54 1.02 0.34 1.37 1.38 0.67 0.89 0.35 0.95 0.79 0.73 0.39 *Estimated Volume 2024 Traffic Volume and Collision Data Page 160 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Location 2024 Average Intersection Collision Rate = 0.56 collisions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN VIA LINDA MOUNTAIN VIEW SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT 30,100 38,600 67,700 58,800 22,300 30,400 27,700* 40,200 56,700 11 11 29 26 1 5 28 61 43 5.5 5.5 14.5 13.0 0.5 2.5 14.0 30.5 21.5 0.50 0.39 0.59 0.61 0.06 0.23 1.38 2.08 1.04 GREENWAY-HAYDEN FRANK LLOYD WRIGHT 68,300 38 19.0 0.76 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK 23,000 26,600 41,300* 36,700 20,200 5 13 22 17 3 2.5 6.5 11.0 8.5 1.5 0.30 0.67 0.73 0.63 0.20 GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD 4,600 33,100 4,400 29,500 2,500* 40,700 5,600* 25,700* 29,000* 3 6 3 5 0 11 0 9 6 1.5 3.0 1.5 2.5 0.0 5.5 0.0 4.5 3.0 0.89 0.25 0.93 0.23 0.00 0.37 0.00 0.48 0.28 84TH CACTUS 29,400 5 2.5 0.23 PERIMETER PERIMETER PRINCESS BELL 11,900 13,000 6 4 3.0 2.0 0.69 0.42 NORTHSIGHT RAINTREE 39,300 10 5.0 0.35 PIMA PIMA PIMA PIMA PIMA PIMA PIMA MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA 28,300* 47,500* 43,800* 38,800* 36,300* 31,100 34,200 7 13 6 5 10 9 23 3.5 6.5 3.0 2.5 5.0 4.5 11.5 0.34 0.37 0.19 0.18 0.38 0.40 0.92 PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND STAGECOACH 42,000 34,200 49,000 54,400 46,600 25,700 39,000 16,800 18,200 17,600 12,200 8 3 16 20 20 6 17 1 4 1 12 4.0 1.5 8.0 10.0 10.0 3.0 8.5 0.5 2.0 0.5 6.0 0.26 0.12 0.45 0.50 0.59 0.32 0.60 0.08 0.30 0.08 1.35 *Estimated Volume 2024 Traffic Volume and Collision Data Page 161 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Location 2024 Average Intersection Collision Rate = 0.56 collisions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE 101 FREEWAY 101 FREEWAY 101 FREEWAY 101 FREEWAY 101 FREEWAY 101 FREEWAY SHEA CACTUS RAINTREE FRANK LLOYD WRIGHT BELL PIMA/PRINCESS 89,500* 42,600* 61,000* 59,700* 35,800* 62,900* 51 10 38 106 18 33 25.5 5.0 19.0 53.0 9.0 16.5 0.78 0.32 0.85 2.43 0.69 0.72 90TH 90TH 90TH 90TH VIA LINDA MOUNTAIN VIEW SHEA THUNDERBIRD 47,300 29,700 63,200 8,700 37 11 47 6 18.5 5.5 23.5 3.0 1.07 0.51 1.02 0.94 90TH/REDFIELD RAINTREE 26,900* 8 4.0 0.41 92ND 92ND 92ND MOUNTAIN VIEW SHEA CHOLLA 19,100 67,900 16,300 6 52 1 3.0 26.0 0.5 0.43 1.05 0.08 92ND 92ND 92ND/100TH THUNDERBIRD RAINTREE FRANK LLOYD WRIGHT 10,300 21,700 36,700* 5 5 12 2.5 2.5 6.0 0.66 0.32 0.45 94TH 94TH 94TH THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CACTUS SWEETWATER THUNDERBIRD RAINTREE FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON WINDGATE PASS 29,600 16,000 19,300 32,700 49,600 35,600 41,500* 24,100 22,600* 14,000 13,000 10 7 6 12 29 19 6 10 4 1 1 5.0 3.5 3.0 6.0 14.5 9.5 3.0 5.0 2.0 0.5 0.5 0.46 0.60 0.43 0.50 0.80 0.73 0.20 0.57 0.24 0.10 0.11 94TH 94TH BELL LEGACY 23,900* 12,600 12 7 6.0 3.5 0.69 0.76 96TH 96TH 96TH 96TH 96TH 96TH 96TH VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD 25,400 13,700 48,300 8,800 17,300 5,600 6,000 6 6 31 0 11 3 2 3.0 3.0 15.5 0.0 5.5 1.5 1.0 0.32 0.60 0.88 0.00 0.87 0.73 0.46 98TH BELL 11,900 2 1.0 0.23 100TH 100TH 100TH CACTUS SWEETWATER FRANK LLOYD WRIGHT 9,400 5,300 27,800 4 3 13 2.0 1.5 6.5 0.58 0.78 0.64 VIA LINDA VIA LINDA VIA LINDA VIA DE VENTURA MOUNTAIN VIEW SHEA 15,800 24,300 49,300 1 9 28 0.5 4.5 14.0 0.09 0.51 0.78 *Estimated Volume 2024 Traffic Volume and Collision Data Page 162 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Location 2024 Average Intersection Collision Rate = 0.56 collisions per million vehicles entering the intersection NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE N/S STREET E/W STREET 104TH 104TH CACTUS SWEETWATER 6,900 2,200 1 1 0.5 0.5 0.20 0.62 ALMA SCHOOL HAPPY VALLEY 16,800* 5 2.5 0.41 ALMA SCHOOL DYNAMITE 21,200* 10 5.0 0.65 FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SHEA VIA LINDA CACTUS THUNDERBIRD RAINTREE 51,900 40,500 32,700 28,800 29,500 25 27 13 2 10 12.5 13.5 6.5 1.0 5.0 0.66 0.91 0.54 0.10 0.46 117TH MOUNTAIN VIEW 3,700 0 0.0 0.00 124TH 124TH SHEA VIA LINDA 42,100 17,100 13 6 6.5 3.0 0.42 0.48 130TH SHEA 41,700 3 1.5 0.10 132ND VIA LINDA 8,800 4 2.0 0.62 136TH 136TH SHEA VIA LINDA 29,900 8,300 18 7 9.0 3.5 0.82 1.16 *Estimated Volume 2024 Traffic Volume and Collision Data Page 163 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 163 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Intersection Collision Data Sorted by Descending Collision Rate NOTE: Collision Rates are useful for comparing the collision experience at different locations, which might have different characteristics. The collision rate for intersections includes the number of collisions, average daily traffic volume entering the intersection, and the time period (usually 1 year/ 365 days). The intersection collision rate is expressed as collisions per million vehicles entering the intersection. The formula for calculating the intersection collision rate is as follows: Intersection Collision Rate = Number of Collisions * 1,000,000 . Average Daily Traffic Volume * 365 2024 Traffic Volume and Collision Data Page 164 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Collision Rate 2024 Average Intersection Collision Rate = 0.56 collision s per million vehicles entering the intersection N/S STREET E/W STREET 101 FREEWAY HAYDEN FRANK LLOYD WRIGHT NORTHSIGHT DRINKWATER SCOTTSDALE SCOTTSDALE HAYDEN HAYDEN HAYDEN PIMA MILLER NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE RANK OSBORN 101 FREEWAY OSBORN RAINTREE OSBORN THOMAS STAGECOACH MCKELLIPS 59,700* 40,200 16,300 66,500* 23,000 27,700* 25,800 58,000 12,200 15,400 106 61 18 73 24 28 26 58 12 15 53.0 30.5 9.0 36.5 12.0 14.0 13.0 29.0 6.0 7.5 2.43 2.08 1.51 1.50 1.43 1.38 1.38 1.37 1.35 1.33 1 2 3 4 5 6 7 8 9 10 MILLER SCOTTSDALE 136TH GOLDWATER 90TH SCOTTSDALE 92ND HAYDEN SCOTTSDALE HAYDEN CAMELBACK INDIAN SCHOOL VIA LINDA CAMELBACK VIA LINDA SHEA SHEA FRANK LLOYD WRIGHT PINNACLE PEAK MCDOWELL 30,400* 42,600* 8,300 41,400 47,300 72,900 67,900 56,700 44,200 57,800 28 36 7 33 37 57 52 43 33 43 14.0 18.0 3.5 16.5 18.5 28.5 26.0 21.5 16.5 21.5 1.26 1.16 1.16 1.09 1.07 1.07 1.05 1.04 1.02 1.02 11 12 13 14 15 16 17 18 19 20 90TH SCOTTSDALE HAYDEN 90TH MILLER GRANITE REEF PIMA 68TH FRANK LLOYD WRIGHT 64TH SHEA MOUNTAIN VIEW MCDONALD THUNDERBIRD THOMAS OAK VIA DE VENTURA CAMELBACK VIA LINDA THOMAS 63,200 41,800 53,300 8,700 36,400 4,400 34,200 40,200 40,500 45,100* 47 31 37 6 25 3 23 27 27 30 23.5 15.5 18.5 3.0 12.5 1.5 11.5 13.5 13.5 15.0 1.02 1.02 0.95 0.94 0.94 0.93 0.92 0.92 0.91 0.91 21 22 23 24 25 26 27 28 29 30 GOLDWATER GRANITE REEF 68TH DRINKWATER HAYDEN 68TH 96TH 96TH SCOTTSDALE MILLER INDIAN SCHOOL ROOSEVELT THOMAS INDIAN SCHOOL CAMELBACK OSBORN SHEA CACTUS CAMELBACK OSBORN 38,000 4,600 37,000 35,500* 38,600 15,500* 48,300 17,300 52,100 17,500* 25 3 24 23 25 10 31 11 33 11 12.5 1.5 12.0 11.5 12.5 5.0 15.5 5.5 16.5 5.5 0.90 0.89 0.89 0.89 0.89 0.88 0.88 0.87 0.87 0.86 31 32 33 34 35 36 37 38 39 40 101 FREEWAY SCOTTSDALE SCOTTSDALE SCOTTSDALE 136TH SCOTTSDALE SCOTTSDALE THOMPSON PEAK RAINTREE CACTUS THOMAS DYNAMITE SHEA LONE MOUNTAIN MCDOWELL FRANK LLOYD WRIGHT 61,000* 77,300 64,500 40,800 29,900 32,300 66,400 49,600 38 48 40 25 18 19 39 29 19.0 24.0 20.0 12.5 9.0 9.5 19.5 14.5 0.85 0.85 0.85 0.84 0.82 0.81 0.80 0.80 41 42 43 44 45 46 47 48 *Estimated Volume 2024 Traffic Volume and Collision Data Page 164 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Collision Rate 2024 Average Intersection Collision Rate = 0.56 collision s per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE HAYDEN 101 FREEWAY INDIAN BEND SHEA 48,800 89,500* 28 51 14.0 25.5 0.79 0.78 49 50 VIA LINDA 100TH SCOTTSDALE GREENWAY-HAYDEN 94TH SCOTTSDALE MILLER 96TH HAYDEN THOMPSON PEAK SHEA SWEETWATER CHAPARRAL FRANK LLOYD WRIGHT LEGACY MAYO MCDOWELL SWEETWATER MCCORMICK 100TH 49,300 5,300 50,000 68,300 12,600 51,100 40,200 5,600 35,600* 35,600 28 3 28 38 7 28 22 3 19 19 14.0 1.5 14.0 19.0 3.5 14.0 11.0 1.5 9.5 9.5 0.78 0.78 0.77 0.76 0.76 0.75 0.75 0.73 0.73 0.73 51 52 53 54 55 56 57 58 59 60 HAYDEN 101 FREEWAY MILLER MILLER SCOTTSDALE HAYDEN PERIMETER 101 FREEWAY 94TH HAYDEN 101 FREEWAY PIMA/PRINCESS OAK INDIAN SCHOOL CAREFREE MCKELLIPS PRINCESS BELL BELL INDIAN SCHOOL 41,300* 62,900* 7,700* 40,800 23,600 41,400 11,900 35,800* 23,900* 59,000 22 33 4 21 12 21 6 18 12 29 11.0 16.5 2.0 10.5 6.0 10.5 3.0 9.0 6.0 14.5 0.73 0.72 0.71 0.71 0.70 0.69 0.69 0.69 0.69 0.67 61 62 63 64 65 66 67 68 69 70 70TH HAYDEN 64TH 92ND FRANK LLOYD WRIGHT ALMA SCHOOL 100TH HAYDEN 104TH 132ND SHEA PRINCESS CACTUS THUNDERBIRD SHEA DYNAMITE FRANK LLOYD WRIGHT THOMPSON PEAK SWEETWATER VIA LINDA 44,900 26,600 36,900 10,300 51,900 21,200* 27,800 36,700 2,200 8,800 22 13 18 5 25 10 13 17 1 4 11.0 6.5 9.0 2.5 12.5 5.0 6.5 8.5 0.5 2.0 0.67 0.67 0.67 0.66 0.66 0.65 0.64 0.63 0.62 0.62 71 72 73 74 75 76 77 78 79 80 HAYDEN 96TH 94TH PIMA 68TH SCOTTSDALE PIMA HAYDEN SCOTTSDALE 100TH CACTUS MOUNTAIN VIEW SWEETWATER DYNAMITE CHAPARRAL FRANK LLOYD WRIGHT HAPPY VALLEY SHEA MCDONALD CACTUS 58,800 13,700 16,000 39,000 9,200 72,000 46,600 67,700 56,100 9,400 26 6 7 17 4 31 20 29 24 4 13.0 3.0 3.5 8.5 2.0 15.5 10.0 14.5 12.0 2.0 0.61 0.60 0.60 0.60 0.60 0.59 0.59 0.59 0.59 0.58 81 82 83 84 85 86 87 88 89 90 THOMPSON PEAK SCOTTSDALE SCOTTSDALE MILLER SCOTTSDALE FRANK LLOYD WRIGHT BELL PRINCESS LINCOLN ROOSEVELT GREENWAY-HAYDEN CACTUS 24,100 44,100 59,000 7,500 47,700 32,700 10 18 24 3 19 13 5.0 9.0 12.0 1.5 9.5 6.5 0.57 0.56 0.56 0.55 0.55 0.54 91 92 93 94 95 96 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 165 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Collision Rate 2024 Average Intersection Collision Rate = 0.56 collision s per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE HAYDEN SCOTTSDALE 68TH 64TH ROOSEVELT INDIAN BEND OAK INDIAN SCHOOL 27,800* 54,900 10,500 32,200* 11 21 4 12 5.5 10.5 2.0 6.0 0.54 0.52 0.52 0.51 97 98 99 100 90TH VIA LINDA SCOTTSDALE PIMA THOMPSON PEAK HAYDEN 124TH GRANITE REEF SCOTTSDALE FRANK LLOYD WRIGHT MOUNTAIN VIEW MOUNTAIN VIEW OAK PINNACLE PEAK RAINTREE VIA LINDA VIA LINDA CHAPARRAL BUTHERUS RAINTREE 29,700 24,300 35,300 54,400 32,700 30,100 17,100 25,700* 49,800 29,500 11 9 13 20 12 11 6 9 17 10 5.5 4.5 6.5 10.0 6.0 5.5 3.0 4.5 8.5 5.0 0.51 0.51 0.50 0.50 0.50 0.50 0.48 0.48 0.47 0.46 101 102 103 104 105 106 107 108 109 110 94TH 60TH SCOTTSDALE 96TH 92ND/100TH PIMA 64TH 92ND 94TH 124TH CACTUS THOMAS ASHLER HILLS THUNDERBIRD FRANK LLOYD WRIGHT THOMPSON PEAK OSBORN MOUNTAIN VIEW THUNDERBIRD SHEA 29,600 20,800 26,800 6,000 36,700* 49,000 19,100 19,100 19,300 42,100 10 7 9 2 12 16 6 6 6 13 5.0 3.5 4.5 1.0 6.0 8.0 3.0 3.0 3.0 6.5 0.46 0.46 0.46 0.46 0.45 0.45 0.43 0.43 0.43 0.42 111 112 113 114 115 116 117 118 119 120 PERIMETER 64TH 68TH ALMA SCHOOL 90TH/REDFIELD PIMA HAYDEN HAYDEN 56TH PIMA BELL OAK MCDOWELL HAPPY VALLEY RAINTREE INDIAN BEND VIA DE VENTURA MOUNTAIN VIEW DYNAMITE MCDONALD 13,000 16,400 36,500 16,800* 26,900* 31,100 45,300 38,600 14,400 36,300* 4 5 11 5 8 9 13 11 4 10 2.0 2.5 5.5 2.5 4.0 4.5 6.5 5.5 2.0 5.0 0.42 0.42 0.41 0.41 0.41 0.40 0.39 0.39 0.38 0.38 121 122 123 124 125 126 127 128 129 130 PIMA SCOTTSDALE 64TH GRANITE REEF SCOTTSDALE NORTHSIGHT MILLER HAYDEN HAYDEN PIMA THOMAS SWEETWATER CAMELBACK INDIAN SCHOOL JOMAX RAINTREE PINNACLE PEAK CHAPARRAL OAK MCDOWELL 47,500* 43,900 33,200 40,700 34,400 39,300 23,600 47,200* 28,100* 28,300* 13 12 9 11 9 10 6 12 7 7 6.5 6.0 4.5 5.5 4.5 5.0 3.0 6.0 3.5 3.5 0.37 0.37 0.37 0.37 0.36 0.35 0.35 0.35 0.34 0.34 131 132 133 134 135 136 137 138 139 140 MILLER SCOTTSDALE SCOTTSDALE WILLIAMS MCCORMICK THUNDERBIRD 16,500 41,900 62,900 4 10 15 2.0 5.0 7.5 0.33 0.33 0.33 141 142 143 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 166 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Collision Rate 2024 Average Intersection Collision Rate = 0.56 collision s per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE SCOTTSDALE 96TH 101 FREEWAY PIMA 64TH 68TH 92ND THOMPSON PEAK VIA LINDA CACTUS JOMAX SHEA INDIAN SCHOOL RAINTREE 46,200 25,400 42,600* 25,700 47,600 43,400 21,700 11 6 10 6 11 10 5 5.5 3.0 5.0 3.0 5.5 5.0 2.5 0.33 0.32 0.32 0.32 0.32 0.32 0.32 144 145 146 147 148 149 150 SCOTTSDALE PIMA HAYDEN GRANITE REEF 60TH PIMA 64TH SCOTTSDALE GRANITE REEF THOMPSON PEAK DOUBLETREE LONE MOUNTAIN BELL MCDONALD CAREFREE LEGACY DYNAMITE GRAYHAWK MCDOWELL LEGACY 52,700 18,200 23,000 29,000* 20,300 42,000 10,800 37,900 33,100 22,600* 12 4 5 6 4 8 2 7 6 4 6.0 2.0 2.5 3.0 2.0 4.0 1.0 3.5 3.0 2.0 0.31 0.30 0.30 0.28 0.27 0.26 0.25 0.25 0.25 0.24 151 152 153 154 155 156 157 158 159 160 SCOTTSDALE MILLER SCOTTSDALE 84TH GRANITE REEF 98TH MILLER HAYDEN SCOTTSDALE HAYDEN WESTLAND CHAPARRAL ROOSEVELT CACTUS THOMAS BELL DEER VALLEY REDFIELD CHOLLA GRAYHAWK 28,400 22,800 34,400* 29,400 29,500 11,900 18,200 30,400 43,000 20,200 5 4 6 5 5 2 3 5 7 3 2.5 2.0 3.0 2.5 2.5 1.0 1.5 2.5 3.5 1.5 0.24 0.24 0.24 0.23 0.23 0.23 0.23 0.23 0.22 0.20 161 162 163 164 165 166 167 168 169 170 104TH THOMPSON PEAK SCOTTSDALE PIMA PIMA SCOTTSDALE SCOTTSDALE PIMA SCOTTSDALE THOMPSON PEAK CACTUS MCDOWELL MTN RANCH DIXILETA INDIAN SCHOOL CHAPARRAL DEER VALLEY WILLIAMS HUALAPAI HAPPY VALLEY WINDGATE PASS 6,900 41,500* 29,000 43,800* 38,800* 40,000 38,000 34,200 37,500 13,000 1 6 4 6 5 5 4 3 3 1 0.5 3.0 2.0 3.0 2.5 2.5 2.0 1.5 1.5 0.5 0.20 0.20 0.19 0.19 0.18 0.17 0.14 0.12 0.11 0.11 171 172 173 174 175 176 177 178 179 180 SCOTTSDALE 130TH THOMPSON PEAK FRANK LLOYD WRIGHT 64TH 56TH VIA LINDA 92ND PIMA 76TH MCKELLIPS SHEA HORSESHOE CANYON THUNDERBIRD MCDOWELL THOMAS VIA DE VENTURA CHOLLA DIXILETA REDFIELD 39,400 41,700 14,000 28,800 44,000 30,700 15,800 16,300 16,800 16,900* 3 3 1 2 3 2 1 1 1 1 1.5 1.5 0.5 1.0 1.5 1.0 0.5 0.5 0.5 0.5 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.08 0.08 0.08 181 182 183 184 185 186 187 188 189 190 PIMA WESTLAND 17,600 1 0.5 0.08 191 2024 Traffic Volume and Collision Data Page 167 RANK *Estimated Volume Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Collision Rate 2024 Average Intersection Collision Rate = 0.56 collision s per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE 56TH HAYDEN SCOTTSDALE 56TH 60TH 64TH 68TH GRANITE REEF GRANITE REEF CAREFREE SWEETWATER PARADISE OAK OAK CHOLLA CONTINENTAL OSBORN CAMELBACK 18,600 22,300 42,700 4,300 2,600 9,900 9,900 2,500* 5,600* 1 1 1 0 0 0 0 0 0 0.5 0.5 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.07 0.06 0.03 0.00 0.00 0.00 0.00 0.00 0.00 192 193 194 195 196 197 198 199 200 96TH 117TH CHOLLA MOUNTAIN VIEW 8,800 3,700 0 0 0.0 0.0 0.00 0.00 201 202 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 168 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 171 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Intersection Collision Data Sorted by Descending Number of Collisions 2024 Traffic Volume and Collision Data Page 172 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Number of Collisions 2024 Average Intersection Collision Rate = 0.56 collis ions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE 101 FREEWAY SCOTTSDALE HAYDEN HAYDEN SCOTTSDALE 92ND 101 FREEWAY SCOTTSDALE 90TH HAYDEN FRANK LLOYD WRIGHT 101 FREEWAY NORTHSIGHT THOMAS SHEA SHEA SHEA CACTUS SHEA MCDOWELL 59,700* 66,500* 40,200 58,000 72,900 67,900 89,500* 77,300 63,200 57,800 106 73 61 58 57 52 51 48 47 43 53.0 36.5 30.5 29.0 28.5 26.0 25.5 24.0 23.5 21.5 2.43 1.50 2.08 1.37 1.07 1.05 0.78 0.85 1.02 1.02 1 2 3 4 5 6 7 8 9 10 HAYDEN SCOTTSDALE SCOTTSDALE GREENWAY-HAYDEN 101 FREEWAY HAYDEN 90TH SCOTTSDALE GOLDWATER SCOTTSDALE FRANK LLOYD WRIGHT THOMAS MCDOWELL FRANK LLOYD WRIGHT RAINTREE MCDONALD VIA LINDA INDIAN SCHOOL CAMELBACK CAMELBACK 56,700 64,500 66,400 68,300 61,000* 53,300 47,300 42,600* 41,400 52,100 43 40 39 38 38 37 37 36 33 33 21.5 20.0 19.5 19.0 19.0 18.5 18.5 18.0 16.5 16.5 1.04 0.85 0.80 0.76 0.85 0.95 1.07 1.16 1.09 0.87 11 12 13 14 15 16 17 18 19 20 SCOTTSDALE 101 FREEWAY SCOTTSDALE SCOTTSDALE 96TH 64TH HAYDEN HAYDEN THOMPSON PEAK SCOTTSDALE PINNACLE PEAK PIMA/PRINCESS MOUNTAIN VIEW FRANK LLOYD WRIGHT SHEA THOMAS INDIAN SCHOOL SHEA FRANK LLOYD WRIGHT CHAPARRAL 44,200 62,900* 41,800 72,000 48,300 45,100* 59,000 67,700 49,600 50,000 33 33 31 31 31 30 29 29 29 28 16.5 16.5 15.5 15.5 15.5 15.0 14.5 14.5 14.5 14.0 1.02 0.72 1.02 0.59 0.88 0.91 0.67 0.59 0.80 0.77 21 22 23 24 25 26 27 28 29 30 SCOTTSDALE MILLER HAYDEN HAYDEN VIA LINDA 68TH FRANK LLOYD WRIGHT HAYDEN HAYDEN GOLDWATER MAYO CAMELBACK INDIAN BEND RAINTREE SHEA CAMELBACK VIA LINDA OSBORN CACTUS INDIAN SCHOOL 51,100 30,400* 48,800 27,700* 49,300 40,200 40,500 25,800 58,800 38,000 28 28 28 28 28 27 27 26 26 25 14.0 14.0 14.0 14.0 14.0 13.5 13.5 13.0 13.0 12.5 0.75 1.26 0.79 1.38 0.78 0.92 0.91 1.38 0.61 0.90 31 32 33 34 35 36 37 38 39 40 SCOTTSDALE MILLER HAYDEN FRANK LLOYD WRIGHT 68TH SCOTTSDALE SCOTTSDALE SCOTTSDALE DRINKWATER DYNAMITE THOMAS CAMELBACK SHEA THOMAS OSBORN MCDONALD LINCOLN INDIAN SCHOOL 40,800 36,400 38,600 51,900 37,000 23,000 56,100 59,000 35,500* 25 25 25 25 24 24 24 24 23 12.5 12.5 12.5 12.5 12.0 12.0 12.0 12.0 11.5 0.84 0.94 0.89 0.66 0.89 1.43 0.59 0.56 0.89 41 42 43 44 45 46 47 48 49 2024 Traffic Volume and Collision Data Page 173 RANK *Estimated Volume Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Number of Collisions 2024 Average Intersection Collision Rate = 0.56 collis ions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE PIMA VIA DE VENTURA 34,200 23 11.5 0.92 50 70TH MILLER HAYDEN SCOTTSDALE MILLER HAYDEN PIMA PIMA SCOTTSDALE SCOTTSDALE SHEA MCDOWELL 101 FREEWAY INDIAN BEND INDIAN SCHOOL MCKELLIPS PINNACLE PEAK HAPPY VALLEY GREENWAY-HAYDEN LONE MOUNTAIN 44,900 40,200 41,300* 54,900 40,800 41,400 54,400 46,600 47,700 32,300 22 22 22 21 21 21 20 20 19 19 11.0 11.0 11.0 10.5 10.5 10.5 10.0 10.0 9.5 9.5 0.67 0.75 0.73 0.52 0.71 0.69 0.50 0.59 0.55 0.81 51 52 53 54 55 56 57 58 59 60 HAYDEN THOMPSON PEAK 64TH SCOTTSDALE DRINKWATER 101 FREEWAY 136TH SCOTTSDALE HAYDEN PIMA MCCORMICK 100TH CACTUS PRINCESS OSBORN BELL SHEA BUTHERUS THOMPSON PEAK DYNAMITE 35,600* 35,600 36,900 44,100 16,300 35,800* 29,900 49,800 36,700 39,000 19 19 18 18 18 18 18 17 17 17 9.5 9.5 9.0 9.0 9.0 9.0 9.0 8.5 8.5 8.5 0.73 0.73 0.67 0.56 1.51 0.69 0.82 0.47 0.63 0.60 61 62 63 64 65 66 67 68 69 70 PIMA SCOTTSDALE MILLER SCOTTSDALE HAYDEN HAYDEN PIMA 100TH FRANK LLOYD WRIGHT 124TH THOMPSON PEAK THUNDERBIRD MCKELLIPS OAK VIA DE VENTURA PRINCESS THOMAS FRANK LLOYD WRIGHT CACTUS SHEA 49,000 62,900 15,400 35,300 45,300 26,600 47,500* 27,800 32,700 42,100 16 15 15 13 13 13 13 13 13 13 8.0 7.5 7.5 6.5 6.5 6.5 6.5 6.5 6.5 6.5 0.45 0.33 1.33 0.50 0.39 0.67 0.37 0.64 0.54 0.42 71 72 73 74 75 76 77 78 79 80 64TH SCOTTSDALE SCOTTSDALE SCOTTSDALE HAYDEN PIMA 92ND/100TH THOMPSON PEAK 94TH 64TH INDIAN SCHOOL DOUBLETREE SWEETWATER CAREFREE CHAPARRAL STAGECOACH FRANK LLOYD WRIGHT RAINTREE BELL SHEA 32,200* 52,700 43,900 23,600 47,200* 12,200 36,700* 32,700 23,900* 47,600 12 12 12 12 12 12 12 12 12 11 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 6.0 5.5 0.51 0.31 0.37 0.70 0.35 1.35 0.45 0.50 0.69 0.32 81 82 83 84 85 86 87 88 89 90 68TH SCOTTSDALE MILLER HAYDEN HAYDEN HAYDEN GRANITE REEF MCDOWELL THOMPSON PEAK OSBORN ROOSEVELT VIA LINDA MOUNTAIN VIEW INDIAN SCHOOL 36,500 46,200 17,500* 27,800* 30,100 38,600 40,700 11 11 11 11 11 11 11 5.5 5.5 5.5 5.5 5.5 5.5 5.5 0.41 0.33 0.86 0.54 0.50 0.39 0.37 91 92 93 94 95 96 97 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 174 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Number of Collisions 2024 Average Intersection Collision Rate = 0.56 collis ions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE 90TH 96TH 68TH MOUNTAIN VIEW CACTUS OSBORN 29,700 17,300 15,500* 11 11 10 5.5 5.5 5.0 0.51 0.87 0.88 98 99 100 68TH SCOTTSDALE NORTHSIGHT PIMA 101 FREEWAY 94TH THOMPSON PEAK ALMA SCHOOL FRANK LLOYD WRIGHT 64TH INDIAN SCHOOL MCCORMICK RAINTREE MCDONALD CACTUS CACTUS BELL DYNAMITE RAINTREE CAMELBACK 43,400 41,900 39,300 36,300* 42,600* 29,600 24,100 21,200* 29,500 33,200 10 10 10 10 10 10 10 10 10 9 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 4.5 0.32 0.33 0.35 0.38 0.32 0.46 0.57 0.65 0.46 0.37 101 102 103 104 105 106 107 108 109 110 SCOTTSDALE SCOTTSDALE GRANITE REEF PIMA VIA LINDA PIMA 90TH/REDFIELD 60TH SCOTTSDALE SCOTTSDALE JOMAX ASHLER HILLS CHAPARRAL INDIAN BEND MOUNTAIN VIEW LEGACY RAINTREE THOMAS CHOLLA GRAYHAWK 34,400 26,800 25,700* 31,100 24,300 42,000 26,900* 20,800 43,000 37,900 9 9 9 9 9 8 8 7 7 7 4.5 4.5 4.5 4.5 4.5 4.0 4.0 3.5 3.5 3.5 0.36 0.46 0.48 0.40 0.51 0.26 0.41 0.46 0.22 0.25 111 112 113 114 115 116 117 118 119 120 HAYDEN PIMA 94TH 94TH 136TH 64TH SCOTTSDALE MILLER GRANITE REEF GRANITE REEF OAK MCDOWELL SWEETWATER LEGACY VIA LINDA OSBORN ROOSEVELT PINNACLE PEAK MCDOWELL MCDONALD 28,100* 28,300* 16,000 12,600 8,300 19,100 34,400* 23,600 33,100 29,000* 7 7 7 7 7 6 6 6 6 6 3.5 3.5 3.5 3.5 3.5 3.0 3.0 3.0 3.0 3.0 0.34 0.34 0.60 0.76 1.16 0.43 0.24 0.35 0.25 0.28 121 122 123 124 125 126 127 128 129 130 PERIMETER PIMA PIMA 90TH 92ND 94TH THOMPSON PEAK 96TH 96TH 124TH PRINCESS INDIAN SCHOOL JOMAX THUNDERBIRD MOUNTAIN VIEW THUNDERBIRD MCDOWELL MTN RANCH VIA LINDA MOUNTAIN VIEW VIA LINDA 11,900 43,800* 25,700 8,700 19,100 19,300 41,500* 25,400 13,700 17,100 6 6 6 6 6 6 6 6 6 6 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 0.69 0.19 0.32 0.94 0.43 0.43 0.20 0.32 0.60 0.48 131 132 133 134 135 136 137 138 139 140 64TH SCOTTSDALE SCOTTSDALE HAYDEN HAYDEN OAK DEER VALLEY WESTLAND REDFIELD BELL 16,400 40,000 28,400 30,400 23,000 5 5 5 5 5 2.5 2.5 2.5 2.5 2.5 0.42 0.17 0.24 0.23 0.30 141 142 143 144 145 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 175 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Number of Collisions 2024 Average Intersection Collision Rate = 0.56 collis ions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE GRANITE REEF 84TH PIMA 92ND 92ND THOMAS CACTUS CHAPARRAL THUNDERBIRD RAINTREE 29,500 29,400 38,800* 10,300 21,700 5 5 5 5 5 2.5 2.5 2.5 2.5 2.5 0.23 0.23 0.18 0.66 0.32 146 147 148 149 150 ALMA SCHOOL 56TH 60TH 68TH 68TH SCOTTSDALE SCOTTSDALE MILLER MILLER MILLER HAPPY VALLEY DYNAMITE CAREFREE OAK CHAPARRAL WILLIAMS DIXILETA OAK CHAPARRAL WILLIAMS 16,800* 14,400 20,300 10,500 9,200 38,000 29,000 7,700* 22,800 16,500 5 4 4 4 4 4 4 4 4 4 2.5 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 0.41 0.38 0.27 0.52 0.60 0.14 0.19 0.71 0.24 0.33 151 152 153 154 155 156 157 158 159 160 PERIMETER PIMA THOMPSON PEAK 100TH 132ND 64TH SCOTTSDALE SCOTTSDALE MILLER MILLER BELL LONE MOUNTAIN LEGACY CACTUS VIA LINDA MCDOWELL MCKELLIPS HAPPY VALLEY ROOSEVELT DEER VALLEY 13,000 18,200 22,600* 9,400 8,800 44,000 39,400 37,500 7,500 18,200 4 4 4 4 4 3 3 3 3 3 2.0 2.0 2.0 2.0 2.0 1.5 1.5 1.5 1.5 1.5 0.42 0.30 0.24 0.58 0.62 0.09 0.10 0.11 0.55 0.23 161 162 163 164 165 166 167 168 169 170 HAYDEN GRANITE REEF GRANITE REEF PIMA 96TH 100TH 130TH 56TH 64TH 96TH GRAYHAWK ROOSEVELT OAK HUALAPAI SWEETWATER SWEETWATER SHEA THOMAS DYNAMITE THUNDERBIRD 20,200 4,600 4,400 34,200 5,600 5,300 41,700 30,700 10,800 6,000 3 3 3 3 3 3 3 2 2 2 1.5 1.5 1.5 1.5 1.5 1.5 1.5 1.0 1.0 1.0 0.20 0.89 0.93 0.12 0.73 0.78 0.10 0.09 0.25 0.46 171 172 173 174 175 176 177 178 179 180 98TH FRANK LLOYD WRIGHT 56TH SCOTTSDALE 76TH HAYDEN PIMA PIMA 92ND THOMPSON PEAK BELL THUNDERBIRD CAREFREE PARADISE REDFIELD SWEETWATER DIXILETA WESTLAND CHOLLA HORSESHOE CANYON 11,900 28,800 18,600 42,700 16,900* 22,300 16,800 17,600 16,300 14,000 2 2 1 1 1 1 1 1 1 1 1.0 1.0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.23 0.10 0.07 0.03 0.08 0.06 0.08 0.08 0.08 0.10 181 182 183 184 185 186 187 188 189 190 THOMPSON PEAK VIA LINDA 104TH WINDGATE PASS VIA DE VENTURA CACTUS 13,000 15,800 6,900 1 1 1 0.5 0.5 0.5 0.11 0.09 0.20 191 192 193 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 176 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Number of Collisions 2024 Average Intersection Collision Rate = 0.56 collis ions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE 104TH 56TH 60TH 64TH 68TH GRANITE REEF GRANITE REEF SWEETWATER OAK OAK CHOLLA CONTINENTAL OSBORN CAMELBACK 2,200 4,300 2,600 9,900 9,900 2,500* 5,600* 1 0 0 0 0 0 0 0.5 0.0 0.0 0.0 0.0 0.0 0.0 0.62 0.00 0.00 0.00 0.00 0.00 0.00 194 195 196 197 198 199 200 96TH 117TH CHOLLA MOUNTAIN VIEW 8,800 3,700 0 0 0.0 0.0 0.00 0.00 201 202 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 177 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 177 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Intersection Collision Data Sorted by Descending KSI Collision Rate 2024 Traffic Volume and Collision Data Page 178 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending KSI Collision Rate 2024 Average Intersection KSI Collision Rate = 0.009 collis ions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF KSI IN AVG KSI VOLUME 2YRS PER YR KSI RATE 68TH 68TH SCOTTSDALE SCOTTSDALE PIMA 56TH 136TH DRINKWATER MILLER 101 FREEWAY OSBORN CHAPARRAL LONE MOUNTAIN OSBORN MCDOWELL DYNAMITE SHEA OSBORN OSBORN FRANK LLOYD WRIGHT 15,500* 9,200 32,300 23,000 28,300* 14,400 29,900 16,300 17,500* 59,700* 2 1 3 2 2 1 2 1 1 3 1.0 0.5 1.5 1.0 1.0 0.5 1.0 0.5 0.5 1.5 0.177 0.149 0.127 0.119 0.097 0.095 0.092 0.084 0.078 0.069 1 2 3 4 5 6 7 8 9 10 SCOTTSDALE 94TH SCOTTSDALE THOMPSON PEAK SCOTTSDALE SCOTTSDALE DRINKWATER HAYDEN PIMA MILLER SWEETWATER BELL SHEA RAINTREE ROOSEVELT OAK INDIAN SCHOOL MCCORMICK MCDONALD MCDOWELL 43,900 23,900* 72,900 32,700 34,400* 35,300 35,500* 35,600* 36,300* 40,200 2 1 3 1 1 1 1 1 1 1 1.0 0.5 1.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.062 0.057 0.056 0.042 0.040 0.039 0.039 0.038 0.038 0.034 11 12 13 14 15 16 17 18 19 20 HAYDEN FRANK LLOYD WRIGHT GOLDWATER SCOTTSDALE 124TH 64TH PIMA SCOTTSDALE HAYDEN 56TH NORTHSIGHT VIA LINDA CAMELBACK MOUNTAIN VIEW SHEA THOMAS THOMPSON PEAK CHAPARRAL THOMAS OAK 40,200 40,500 41,400 41,800 42,100 45,100* 49,000 50,000 58,000 4,300 1 1 1 1 1 1 1 1 1 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.0 0.034 0.034 0.033 0.033 0.033 0.030 0.028 0.027 0.024 0.000 21 22 23 24 25 26 27 28 29 30 56TH 56TH 60TH 60TH 60TH 64TH 64TH 64TH 64TH 64TH THOMAS CAREFREE OAK THOMAS CAREFREE MCDOWELL OAK OSBORN INDIAN SCHOOL CAMELBACK 30,700 18,600 2,600 20,800 20,300 44,000 16,400 19,100 32,200* 33,200 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31 32 33 34 35 36 37 38 39 40 64TH 64TH 64TH 64TH 68TH 68TH 68TH 68TH 68TH SHEA CHOLLA CACTUS DYNAMITE CONTINENTAL MCDOWELL OAK THOMAS INDIAN SCHOOL 47,600 9,900 36,900 10,800 9,900 36,500 10,500 37,000 43,400 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 41 42 43 44 45 46 47 48 49 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 179 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending KSI Collision Rate 2024 Average Intersection KSI Collision Rate = 0.009 collis ions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF KSI IN AVG KSI VOLUME 2YRS PER YR KSI RATE 68TH CAMELBACK 40,200 0 0.0 0.000 50 70TH GOLDWATER SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SHEA INDIAN SCHOOL MCKELLIPS MCDOWELL THOMAS INDIAN SCHOOL CAMELBACK MCDONALD LINCOLN INDIAN BEND 44,900 38,000 39,400 66,400 64,500 42,600* 52,100 56,100 59,000 54,900 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 51 52 53 54 55 56 57 58 59 60 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCCORMICK DOUBLETREE CHOLLA CACTUS THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS 41,900 52,700 43,000 77,300 62,900 49,800 47,700 42,700 72,000 44,100 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 61 62 63 64 65 66 67 68 69 70 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE 51,100 66,500* 46,200 37,900 40,000 38,000 44,200 37,500 34,400 40,800 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 71 72 73 74 75 76 77 78 79 80 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MILLER MILLER MILLER MILLER MILLER MILLER DIXILETA ASHLER HILLS WESTLAND CAREFREE MCKELLIPS ROOSEVELT OAK THOMAS INDIAN SCHOOL CAMELBACK 29,000 26,800 28,400 23,600 15,400 7,500 7,700* 36,400 40,800 30,400* 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 81 82 83 84 85 86 87 88 89 90 MILLER MILLER MILLER MILLER 76TH HAYDEN HAYDEN CHAPARRAL DEER VALLEY WILLIAMS PINNACLE PEAK REDFIELD MCKELLIPS ROOSEVELT 22,800 18,200 16,500 23,600 16,900* 41,400 27,800* 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 91 92 93 94 95 96 97 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 180 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending KSI Collision Rate 2024 Average Intersection KSI Collision Rate = 0.009 collis ions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF KSI IN AVG KSI VOLUME 2YRS PER YR KSI RATE HAYDEN HAYDEN HAYDEN MCDOWELL OAK OSBORN 57,800 28,100* 25,800 0 0 0 0.0 0.0 0.0 0.000 0.000 0.000 98 99 100 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS 59,000 38,600 47,200* 53,300 48,800 45,300 30,100 38,600 67,700 58,800 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 101 102 103 104 105 106 107 108 109 110 HAYDEN HAYDEN HAYDEN HAYDEN GREENWAY-HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN SWEETWATER REDFIELD RAINTREE FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK 22,300 30,400 27,700* 56,700 68,300 23,000 26,600 41,300* 36,700 20,200 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 111 112 113 114 115 116 117 118 119 120 GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF 84TH ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD CACTUS 4,600 33,100 4,400 29,500 2,500* 40,700 5,600* 25,700* 29,000* 29,400 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 121 122 123 124 125 126 127 128 129 130 PERIMETER PERIMETER NORTHSIGHT PIMA PIMA PIMA PIMA PIMA PIMA PIMA PRINCESS BELL RAINTREE THOMAS INDIAN SCHOOL CHAPARRAL INDIAN BEND VIA DE VENTURA LEGACY HUALAPAI 11,900 13,000 39,300 47,500* 43,800* 38,800* 31,100 34,200 42,000 34,200 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 131 132 133 134 135 136 137 138 139 140 PIMA PIMA PIMA PIMA PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE 54,400 46,600 25,700 39,000 0 0 0 0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 141 142 143 144 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 181 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending KSI Collision Rate 2024 Average Intersection KSI Collision Rate = 0.009 collis ions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF KSI IN AVG KSI VOLUME 2YRS PER YR KSI RATE PIMA PIMA PIMA PIMA 101 FREEWAY 101 FREEWAY DIXILETA LONE MOUNTAIN WESTLAND STAGECOACH SHEA CACTUS 16,800 18,200 17,600 12,200 89,500* 42,600* 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 145 146 147 148 149 150 101 FREEWAY 101 FREEWAY 101 FREEWAY 90TH 90TH 90TH 90TH 90TH/REDFIELD 92ND 92ND RAINTREE BELL PIMA/PRINCESS VIA LINDA MOUNTAIN VIEW SHEA THUNDERBIRD RAINTREE MOUNTAIN VIEW SHEA 61,000* 35,800* 62,900* 47,300 29,700 63,200 8,700 26,900* 19,100 67,900 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 151 152 153 154 155 156 157 158 159 160 92ND 92ND 92ND 92ND/100TH 94TH 94TH 94TH THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CHOLLA THUNDERBIRD RAINTREE FRANK LLOYD WRIGHT CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH 16,300 10,300 21,700 36,700* 29,600 16,000 19,300 49,600 35,600 41,500* 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 161 162 163 164 165 166 167 168 169 170 THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK 94TH 96TH 96TH 96TH 96TH 96TH BELL LEGACY HORSESHOE CANYON WINDGATE PASS LEGACY VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS 24,100 22,600* 14,000 13,000 12,600 25,400 13,700 48,300 8,800 17,300 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 171 172 173 174 175 176 177 178 179 180 96TH 96TH 98TH 100TH 100TH 100TH VIA LINDA VIA LINDA VIA LINDA 104TH SWEETWATER THUNDERBIRD BELL CACTUS SWEETWATER FRANK LLOYD WRIGHT VIA DE VENTURA MOUNTAIN VIEW SHEA CACTUS 5,600 6,000 11,900 9,400 5,300 27,800 15,800 24,300 49,300 6,900 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 181 182 183 184 185 186 187 188 189 190 104TH ALMA SCHOOL SWEETWATER HAPPY VALLEY 2,200 16,800* 0 0 0.0 0.0 0.000 0.000 191 192 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 182 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending KSI Collision Rate 2024 Average Intersection KSI Collision Rate = 0.009 collis ions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF KSI IN AVG KSI VOLUME 2YRS PER YR KSI RATE ALMA SCHOOL FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT 117TH 124TH 130TH DYNAMITE SHEA CACTUS THUNDERBIRD RAINTREE MOUNTAIN VIEW VIA LINDA SHEA 21,200* 51,900 32,700 28,800 29,500 3,700 17,100 41,700 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 193 194 195 196 197 198 199 200 132ND 136TH VIA LINDA VIA LINDA 8,800 8,300 0 0 0.0 0.0 0.000 0.000 201 202 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 183 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 184 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Intersection Collision Data Sorted by Descending Number of KSI Collisions 2024 Traffic Volume and Collision Data Page 185 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Number of KSI Collisions 2024 Average Intersection KSI Collision Rate = 0.009 colli sions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF KSI IN AVG KSI VOLUME 2YRS PER YR KSI RATE SCOTTSDALE SCOTTSDALE 101 FREEWAY 68TH SCOTTSDALE SCOTTSDALE PIMA 136TH 56TH 64TH SHEA LONE MOUNTAIN FRANK LLOYD WRIGHT OSBORN OSBORN SWEETWATER MCDOWELL SHEA DYNAMITE THOMAS 72,900 32,300 59,700* 15,500* 23,000 43,900 28,300* 29,900 14,400 45,100* 3 3 3 2 2 2 2 2 1 1 1.5 1.5 1.5 1.0 1.0 1.0 1.0 1.0 0.5 0.5 0.056 0.127 0.069 0.177 0.119 0.062 0.097 0.092 0.095 0.030 1 2 3 4 5 6 7 8 9 10 68TH GOLDWATER SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE DRINKWATER DRINKWATER MILLER MILLER CHAPARRAL CAMELBACK ROOSEVELT OAK CHAPARRAL MOUNTAIN VIEW OSBORN INDIAN SCHOOL MCDOWELL OSBORN 9,200 41,400 34,400* 35,300 50,000 41,800 16,300 35,500* 40,200 17,500* 1 1 1 1 1 1 1 1 1 1 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.149 0.033 0.040 0.039 0.027 0.033 0.084 0.039 0.034 0.078 11 12 13 14 15 16 17 18 19 20 HAYDEN HAYDEN HAYDEN PIMA PIMA THOMPSON PEAK 94TH FRANK LLOYD WRIGHT 124TH 56TH THOMAS MCCORMICK NORTHSIGHT MCDONALD THOMPSON PEAK RAINTREE BELL VIA LINDA SHEA OAK 58,000 35,600* 40,200 36,300* 49,000 32,700 23,900* 40,500 42,100 4,300 1 1 1 1 1 1 1 1 1 0 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.0 0.024 0.038 0.034 0.038 0.028 0.042 0.057 0.034 0.033 0.000 21 22 23 24 25 26 27 28 29 30 56TH 56TH 60TH 60TH 60TH 64TH 64TH 64TH 64TH 64TH THOMAS CAREFREE OAK THOMAS CAREFREE MCDOWELL OAK OSBORN INDIAN SCHOOL CAMELBACK 30,700 18,600 2,600 20,800 20,300 44,000 16,400 19,100 32,200* 33,200 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 31 32 33 34 35 36 37 38 39 40 64TH 64TH 64TH 64TH 68TH 68TH 68TH 68TH 68TH SHEA CHOLLA CACTUS DYNAMITE CONTINENTAL MCDOWELL OAK THOMAS INDIAN SCHOOL 47,600 9,900 36,900 10,800 9,900 36,500 10,500 37,000 43,400 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 41 42 43 44 45 46 47 48 49 2024 Traffic Volume and Collision Data Page 186 RANK *Estimated Volume Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Number of KSI Collisions 2024 Average Intersection KSI Collision Rate = 0.009 colli sions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF KSI IN AVG KSI VOLUME 2YRS PER YR KSI RATE 68TH CAMELBACK 40,200 0 0.0 0.000 50 70TH GOLDWATER SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SHEA INDIAN SCHOOL MCKELLIPS MCDOWELL THOMAS INDIAN SCHOOL CAMELBACK MCDONALD LINCOLN INDIAN BEND 44,900 38,000 39,400 66,400 64,500 42,600* 52,100 56,100 59,000 54,900 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 51 52 53 54 55 56 57 58 59 60 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCCORMICK DOUBLETREE CHOLLA CACTUS THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS 41,900 52,700 43,000 77,300 62,900 49,800 47,700 42,700 72,000 44,100 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 61 62 63 64 65 66 67 68 69 70 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE 51,100 66,500* 46,200 37,900 40,000 38,000 44,200 37,500 34,400 40,800 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 71 72 73 74 75 76 77 78 79 80 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MILLER MILLER MILLER MILLER MILLER MILLER DIXILETA ASHLER HILLS WESTLAND CAREFREE MCKELLIPS ROOSEVELT OAK THOMAS INDIAN SCHOOL CAMELBACK 29,000 26,800 28,400 23,600 15,400 7,500 7,700* 36,400 40,800 30,400* 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 81 82 83 84 85 86 87 88 89 90 MILLER MILLER MILLER MILLER 76TH HAYDEN HAYDEN CHAPARRAL DEER VALLEY WILLIAMS PINNACLE PEAK REDFIELD MCKELLIPS ROOSEVELT 22,800 18,200 16,500 23,600 16,900* 41,400 27,800* 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 91 92 93 94 95 96 97 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 187 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Number of KSI Collisions 2024 Average Intersection KSI Collision Rate = 0.009 colli sions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF KSI IN AVG KSI VOLUME 2YRS PER YR KSI RATE HAYDEN HAYDEN HAYDEN MCDOWELL OAK OSBORN 57,800 28,100* 25,800 0 0 0 0.0 0.0 0.0 0.000 0.000 0.000 98 99 100 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA VIA LINDA MOUNTAIN VIEW SHEA CACTUS 59,000 38,600 47,200* 53,300 48,800 45,300 30,100 38,600 67,700 58,800 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 101 102 103 104 105 106 107 108 109 110 HAYDEN HAYDEN HAYDEN HAYDEN GREENWAY-HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN SWEETWATER REDFIELD RAINTREE FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK 22,300 30,400 27,700* 56,700 68,300 23,000 26,600 41,300* 36,700 20,200 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 111 112 113 114 115 116 117 118 119 120 GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF 84TH ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD CACTUS 4,600 33,100 4,400 29,500 2,500* 40,700 5,600* 25,700* 29,000* 29,400 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 121 122 123 124 125 126 127 128 129 130 PERIMETER PERIMETER NORTHSIGHT PIMA PIMA PIMA PIMA PIMA PIMA PIMA PRINCESS BELL RAINTREE THOMAS INDIAN SCHOOL CHAPARRAL INDIAN BEND VIA DE VENTURA LEGACY HUALAPAI 11,900 13,000 39,300 47,500* 43,800* 38,800* 31,100 34,200 42,000 34,200 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 131 132 133 134 135 136 137 138 139 140 PIMA PIMA PIMA PIMA PIMA PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA 54,400 46,600 25,700 39,000 16,800 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 141 142 143 144 145 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 188 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Number of KSI Collisions 2024 Average Intersection KSI Collision Rate = 0.009 colli sions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF KSI IN AVG KSI VOLUME 2YRS PER YR KSI RATE PIMA PIMA PIMA 101 FREEWAY 101 FREEWAY LONE MOUNTAIN WESTLAND STAGECOACH SHEA CACTUS 18,200 17,600 12,200 89,500* 42,600* 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 146 147 148 149 150 101 FREEWAY 101 FREEWAY 101 FREEWAY 90TH 90TH 90TH 90TH 90TH/REDFIELD 92ND 92ND RAINTREE BELL PIMA/PRINCESS VIA LINDA MOUNTAIN VIEW SHEA THUNDERBIRD RAINTREE MOUNTAIN VIEW SHEA 61,000* 35,800* 62,900* 47,300 29,700 63,200 8,700 26,900* 19,100 67,900 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 151 152 153 154 155 156 157 158 159 160 92ND 92ND 92ND 92ND/100TH 94TH 94TH 94TH THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CHOLLA THUNDERBIRD RAINTREE FRANK LLOYD WRIGHT CACTUS SWEETWATER THUNDERBIRD FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH 16,300 10,300 21,700 36,700* 29,600 16,000 19,300 49,600 35,600 41,500* 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 161 162 163 164 165 166 167 168 169 170 THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK 94TH 96TH 96TH 96TH 96TH 96TH BELL LEGACY HORSESHOE CANYON WINDGATE PASS LEGACY VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS 24,100 22,600* 14,000 13,000 12,600 25,400 13,700 48,300 8,800 17,300 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 171 172 173 174 175 176 177 178 179 180 96TH 96TH 98TH 100TH 100TH 100TH VIA LINDA VIA LINDA VIA LINDA 104TH SWEETWATER THUNDERBIRD BELL CACTUS SWEETWATER FRANK LLOYD WRIGHT VIA DE VENTURA MOUNTAIN VIEW SHEA CACTUS 5,600 6,000 11,900 9,400 5,300 27,800 15,800 24,300 49,300 6,900 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 181 182 183 184 185 186 187 188 189 190 104TH ALMA SCHOOL ALMA SCHOOL SWEETWATER HAPPY VALLEY DYNAMITE 2,200 16,800* 21,200* 0 0 0 0.0 0.0 0.0 0.000 0.000 0.000 191 192 193 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 189 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Number of KSI Collisions 2024 Average Intersection KSI Collision Rate = 0.009 colli sions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF KSI IN AVG KSI VOLUME 2YRS PER YR KSI RATE FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT 117TH 124TH 130TH SHEA CACTUS THUNDERBIRD RAINTREE MOUNTAIN VIEW VIA LINDA SHEA 51,900 32,700 28,800 29,500 3,700 17,100 41,700 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.000 0.000 0.000 0.000 0.000 0.000 0.000 194 195 196 197 198 199 200 132ND 136TH VIA LINDA VIA LINDA 8,800 8,300 0 0 0.0 0.0 0.000 0.000 201 202 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 190 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 191 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Intersection Collision Data Sorted by Descending Traffic Volume 2024 Traffic Volume and Collision Data Page 192 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Volume 2024 Average Intersection Collision Rate = 0.56 collisions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE 101 FREEWAY SCOTTSDALE SCOTTSDALE SCOTTSDALE GREENWAY-HAYDEN 92ND HAYDEN SCOTTSDALE SCOTTSDALE SCOTTSDALE SHEA CACTUS SHEA FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SHEA SHEA 101 FREEWAY MCDOWELL THOMAS 89,500* 77,300 72,900 72,000 68,300 67,900 67,700 66,500* 66,400 64,500 51 48 57 31 38 52 29 73 39 40 25.5 24.0 28.5 15.5 19.0 26.0 14.5 36.5 19.5 20.0 0.78 0.85 1.07 0.59 0.76 1.05 0.59 1.50 0.80 0.85 1 2 3 4 5 6 7 8 9 10 90TH SCOTTSDALE 101 FREEWAY 101 FREEWAY 101 FREEWAY SCOTTSDALE HAYDEN HAYDEN HAYDEN HAYDEN SHEA THUNDERBIRD PIMA/PRINCESS RAINTREE FRANK LLOYD WRIGHT LINCOLN INDIAN SCHOOL CACTUS THOMAS MCDOWELL 63,200 62,900 62,900* 61,000* 59,700* 59,000 59,000 58,800 58,000 57,800 47 15 33 38 106 24 29 26 58 43 23.5 7.5 16.5 19.0 53.0 12.0 14.5 13.0 29.0 21.5 1.02 0.33 0.72 0.85 2.43 0.56 0.67 0.61 1.37 1.02 11 12 13 14 15 16 17 18 19 20 HAYDEN SCOTTSDALE SCOTTSDALE PIMA HAYDEN SCOTTSDALE SCOTTSDALE FRANK LLOYD WRIGHT SCOTTSDALE SCOTTSDALE FRANK LLOYD WRIGHT MCDONALD INDIAN BEND PINNACLE PEAK MCDONALD DOUBLETREE CAMELBACK SHEA MAYO CHAPARRAL 56,700 56,100 54,900 54,400 53,300 52,700 52,100 51,900 51,100 50,000 43 24 21 20 37 12 33 25 28 28 21.5 12.0 10.5 10.0 18.5 6.0 16.5 12.5 14.0 14.0 1.04 0.59 0.52 0.50 0.95 0.31 0.87 0.66 0.75 0.77 21 22 23 24 25 26 27 28 29 30 SCOTTSDALE THOMPSON PEAK VIA LINDA PIMA HAYDEN 96TH SCOTTSDALE 64TH PIMA 90TH BUTHERUS FRANK LLOYD WRIGHT SHEA THOMPSON PEAK INDIAN BEND SHEA GREENWAY-HAYDEN SHEA THOMAS VIA LINDA 49,800 49,600 49,300 49,000 48,800 48,300 47,700 47,600 47,500* 47,300 17 29 28 16 28 31 19 11 13 37 8.5 14.5 14.0 8.0 14.0 15.5 9.5 5.5 6.5 18.5 0.47 0.80 0.78 0.45 0.79 0.88 0.55 0.32 0.37 1.07 31 32 33 34 35 36 37 38 39 40 HAYDEN PIMA SCOTTSDALE HAYDEN 64TH 70TH SCOTTSDALE SCOTTSDALE CHAPARRAL HAPPY VALLEY THOMPSON PEAK VIA DE VENTURA THOMAS SHEA PINNACLE PEAK PRINCESS 47,200* 46,600 46,200 45,300 45,100* 44,900 44,200 44,100 12 20 11 13 30 22 33 18 6.0 10.0 5.5 6.5 15.0 11.0 16.5 9.0 0.35 0.59 0.33 0.39 0.91 0.67 1.02 0.56 41 42 43 44 45 46 47 48 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 193 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Volume 2024 Average Intersection Collision Rate = 0.56 collisions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE 64TH SCOTTSDALE MCDOWELL SWEETWATER 44,000 43,900 3 12 1.5 6.0 0.09 0.37 49 50 PIMA 68TH SCOTTSDALE SCOTTSDALE SCOTTSDALE 101 FREEWAY 124TH PIMA SCOTTSDALE SCOTTSDALE INDIAN SCHOOL INDIAN SCHOOL CHOLLA PARADISE INDIAN SCHOOL CACTUS SHEA LEGACY MCCORMICK MOUNTAIN VIEW 43,800* 43,400 43,000 42,700 42,600* 42,600* 42,100 42,000 41,900 41,800 6 10 7 1 36 10 13 8 10 31 3.0 5.0 3.5 0.5 18.0 5.0 6.5 4.0 5.0 15.5 0.19 0.32 0.22 0.03 1.16 0.32 0.42 0.26 0.33 1.02 51 52 53 54 55 56 57 58 59 60 130TH THOMPSON PEAK GOLDWATER HAYDEN HAYDEN SCOTTSDALE MILLER GRANITE REEF FRANK LLOYD WRIGHT 68TH SHEA MCDOWELL MTN RANCH CAMELBACK MCKELLIPS 101 FREEWAY DYNAMITE INDIAN SCHOOL INDIAN SCHOOL VIA LINDA CAMELBACK 41,700 41,500* 41,400 41,400 41,300* 40,800 40,800 40,700 40,500 40,200 3 6 33 21 22 25 21 11 27 27 1.5 3.0 16.5 10.5 11.0 12.5 10.5 5.5 13.5 13.5 0.10 0.20 1.09 0.69 0.73 0.84 0.71 0.37 0.91 0.92 61 62 63 64 65 66 67 68 69 70 MILLER HAYDEN SCOTTSDALE SCOTTSDALE NORTHSIGHT PIMA PIMA HAYDEN HAYDEN GOLDWATER MCDOWELL NORTHSIGHT DEER VALLEY MCKELLIPS RAINTREE DYNAMITE CHAPARRAL CAMELBACK MOUNTAIN VIEW INDIAN SCHOOL 40,200 40,200 40,000 39,400 39,300 39,000 38,800* 38,600 38,600 38,000 22 61 5 3 10 17 5 25 11 25 11.0 30.5 2.5 1.5 5.0 8.5 2.5 12.5 5.5 12.5 0.75 2.08 0.17 0.10 0.35 0.60 0.18 0.89 0.39 0.90 71 72 73 74 75 76 77 78 79 80 SCOTTSDALE SCOTTSDALE SCOTTSDALE 68TH 64TH HAYDEN 92ND/100TH 68TH MILLER PIMA WILLIAMS GRAYHAWK HAPPY VALLEY THOMAS CACTUS THOMPSON PEAK FRANK LLOYD WRIGHT MCDOWELL THOMAS MCDONALD 38,000 37,900 37,500 37,000 36,900 36,700 36,700* 36,500 36,400 36,300* 4 7 3 24 18 17 12 11 25 10 2.0 3.5 1.5 12.0 9.0 8.5 6.0 5.5 12.5 5.0 0.14 0.25 0.11 0.89 0.67 0.63 0.45 0.41 0.94 0.38 81 82 83 84 85 86 87 88 89 90 101 FREEWAY HAYDEN THOMPSON PEAK DRINKWATER SCOTTSDALE SCOTTSDALE BELL MCCORMICK 100TH INDIAN SCHOOL OAK ROOSEVELT 35,800* 35,600* 35,600 35,500* 35,300 34,400* 18 19 19 23 13 6 9.0 9.5 9.5 11.5 6.5 3.0 0.69 0.73 0.73 0.89 0.50 0.24 91 92 93 94 95 96 2024 Traffic Volume and Collision Data Page 194 RANK *Estimated Volume Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Volume 2024 Average Intersection Collision Rate = 0.56 collisions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE SCOTTSDALE PIMA PIMA 64TH JOMAX VIA DE VENTURA HUALAPAI CAMELBACK 34,400 34,200 34,200 33,200 9 23 3 9 4.5 11.5 1.5 4.5 0.36 0.92 0.12 0.37 97 98 99 100 GRANITE REEF THOMPSON PEAK FRANK LLOYD WRIGHT SCOTTSDALE 64TH PIMA 56TH MILLER HAYDEN HAYDEN MCDOWELL RAINTREE CACTUS LONE MOUNTAIN INDIAN SCHOOL INDIAN BEND THOMAS CAMELBACK REDFIELD VIA LINDA 33,100 32,700 32,700 32,300 32,200* 31,100 30,700 30,400* 30,400 30,100 6 12 13 19 12 9 2 28 5 11 3.0 6.0 6.5 9.5 6.0 4.5 1.0 14.0 2.5 5.5 0.25 0.50 0.54 0.81 0.51 0.40 0.09 1.26 0.23 0.50 101 102 103 104 105 106 107 108 109 110 136TH 90TH 94TH GRANITE REEF FRANK LLOYD WRIGHT 84TH SCOTTSDALE GRANITE REEF FRANK LLOYD WRIGHT SCOTTSDALE SHEA MOUNTAIN VIEW CACTUS THOMAS RAINTREE CACTUS DIXILETA MCDONALD THUNDERBIRD WESTLAND 29,900 29,700 29,600 29,500 29,500 29,400 29,000 29,000* 28,800 28,400 18 11 10 5 10 5 4 6 2 5 9.0 5.5 5.0 2.5 5.0 2.5 2.0 3.0 1.0 2.5 0.82 0.51 0.46 0.23 0.46 0.23 0.19 0.28 0.10 0.24 111 112 113 114 115 116 117 118 119 120 PIMA HAYDEN HAYDEN 100TH HAYDEN 90TH/REDFIELD SCOTTSDALE HAYDEN HAYDEN GRANITE REEF MCDOWELL OAK ROOSEVELT FRANK LLOYD WRIGHT RAINTREE RAINTREE ASHLER HILLS PRINCESS OSBORN CHAPARRAL 28,300* 28,100* 27,800* 27,800 27,700* 26,900* 26,800 26,600 25,800 25,700* 7 7 11 13 28 8 9 13 26 9 3.5 3.5 5.5 6.5 14.0 4.0 4.5 6.5 13.0 4.5 0.34 0.34 0.54 0.64 1.38 0.41 0.46 0.67 1.38 0.48 121 122 123 124 125 126 127 128 129 130 PIMA 96TH VIA LINDA THOMPSON PEAK 94TH SCOTTSDALE MILLER SCOTTSDALE HAYDEN MILLER JOMAX VIA LINDA MOUNTAIN VIEW BELL BELL CAREFREE PINNACLE PEAK OSBORN BELL CHAPARRAL 25,700 25,400 24,300 24,100 23,900* 23,600 23,600 23,000 23,000 22,800 6 6 9 10 12 12 6 24 5 4 3.0 3.0 4.5 5.0 6.0 6.0 3.0 12.0 2.5 2.0 0.32 0.32 0.51 0.57 0.69 0.70 0.35 1.43 0.30 0.24 131 132 133 134 135 136 137 138 139 140 THOMPSON PEAK HAYDEN 92ND ALMA SCHOOL LEGACY SWEETWATER RAINTREE DYNAMITE 22,600* 22,300 21,700 21,200* 4 1 5 10 2.0 0.5 2.5 5.0 0.24 0.06 0.32 0.65 141 142 143 144 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 195 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Volume 2024 Average Intersection Collision Rate = 0.56 collisions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE 60TH 60TH HAYDEN 94TH 64TH 92ND THOMAS CAREFREE GRAYHAWK THUNDERBIRD OSBORN MOUNTAIN VIEW 20,800 20,300 20,200 19,300 19,100 19,100 7 4 3 6 6 6 3.5 2.0 1.5 3.0 3.0 3.0 0.46 0.27 0.20 0.43 0.43 0.43 145 146 147 148 149 150 56TH MILLER PIMA PIMA MILLER 96TH 124TH 76TH PIMA ALMA SCHOOL CAREFREE DEER VALLEY LONE MOUNTAIN WESTLAND OSBORN CACTUS VIA LINDA REDFIELD DIXILETA HAPPY VALLEY 18,600 18,200 18,200 17,600 17,500* 17,300 17,100 16,900* 16,800 16,800* 1 3 4 1 11 11 6 1 1 5 0.5 1.5 2.0 0.5 5.5 5.5 3.0 0.5 0.5 2.5 0.07 0.23 0.30 0.08 0.86 0.87 0.48 0.08 0.08 0.41 151 152 153 154 155 156 157 158 159 160 MILLER 64TH DRINKWATER 92ND 94TH VIA LINDA 68TH MILLER 56TH THOMPSON PEAK WILLIAMS OAK OSBORN CHOLLA SWEETWATER VIA DE VENTURA OSBORN MCKELLIPS DYNAMITE HORSESHOE CANYON 16,500 16,400 16,300 16,300 16,000 15,800 15,500* 15,400 14,400 14,000 4 5 18 1 7 1 10 15 4 1 2.0 2.5 9.0 0.5 3.5 0.5 5.0 7.5 2.0 0.5 0.33 0.42 1.51 0.08 0.60 0.09 0.88 1.33 0.38 0.10 161 162 163 164 165 166 167 168 169 170 96TH PERIMETER THOMPSON PEAK 94TH PIMA PERIMETER 98TH 64TH 68TH 92ND MOUNTAIN VIEW BELL WINDGATE PASS LEGACY STAGECOACH PRINCESS BELL DYNAMITE OAK THUNDERBIRD 13,700 13,000 13,000 12,600 12,200 11,900 11,900 10,800 10,500 10,300 6 4 1 7 12 6 2 2 4 5 3.0 2.0 0.5 3.5 6.0 3.0 1.0 1.0 2.0 2.5 0.60 0.42 0.11 0.76 1.35 0.69 0.23 0.25 0.52 0.66 171 172 173 174 175 176 177 178 179 180 64TH 68TH 100TH 68TH 96TH 132ND 90TH 136TH MILLER MILLER CHOLLA CONTINENTAL CACTUS CHAPARRAL CHOLLA VIA LINDA THUNDERBIRD VIA LINDA OAK ROOSEVELT 9,900 9,900 9,400 9,200 8,800 8,800 8,700 8,300 7,700* 7,500 0 0 4 4 0 4 6 7 4 3 0.0 0.0 2.0 2.0 0.0 2.0 3.0 3.5 2.0 1.5 0.00 0.00 0.58 0.60 0.00 0.62 0.94 1.16 0.71 0.55 181 182 183 184 185 186 187 188 189 190 104TH 96TH CACTUS THUNDERBIRD 6,900 6,000 1 2 0.5 1.0 0.20 0.46 191 192 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 196 Scottsdale Traffic Engineering, February 2026 2024 Intersection Collision Data, Sorted by Descending Volume 2024 Average Intersection Collision Rate = 0.56 collisions per million vehicles entering the intersection N/S STREET E/W STREET NO. OF AVG COL IN COL VOLUME 2YRS PER YR COL RATE GRANITE REEF 96TH 100TH GRANITE REEF GRANITE REEF 56TH 117TH 60TH CAMELBACK SWEETWATER SWEETWATER ROOSEVELT OAK OAK MOUNTAIN VIEW OAK 5,600* 5,600 5,300 4,600 4,400 4,300 3,700 2,600 0 3 3 3 3 0 0 0 0.0 1.5 1.5 1.5 1.5 0.0 0.0 0.0 0.00 0.73 0.78 0.89 0.93 0.00 0.00 0.00 193 194 195 196 197 198 199 200 GRANITE REEF 104TH OSBORN SWEETWATER 2,500* 2,200 0 1 0.0 0.5 0.00 0.62 201 202 RANK *Estimated Volume 2024 Traffic Volume and Collision Data Page 197 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 198 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024-2022 Intersection Collision Rate Comparison 2024-2022 Rate Comparison, Sorted by Location 2024 Traffic Volume and Collision Data Page 199 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Collision Data, Sorted by Location 2024 Average Intersection Collision Rate = 0.56 2022 Averag e Intersection Collision Rate = 0.51 24 COL RATE 22 COL RATE % CHANGE OAK THOMAS 0.00 0.09 0.00 0.09 IND 0% 56TH 56TH DYNAMITE CAREFREE 0.38 0.07 0.28 0.00 37% IND 60TH 60TH OAK THOMAS 0.00 0.46 0.00 0.68 IND -32% 60TH CAREFREE 0.27 0.47 -43% 64TH 64TH 64TH 64TH 64TH 64TH 64TH 64TH 64TH MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK SHEA CHOLLA CACTUS 0.09 0.42 0.91 0.43 0.51 0.37 0.32 0.00 0.67 0.17 0.41 0.85 0.84 0.73 0.27 0.22 0.29 0.49 -44% 2% 7% -49% -30% 36% 42% -100% 37% 64TH DYNAMITE 0.25 0.12 119% 68TH 68TH 68TH 68TH 68TH 68TH 68TH 68TH CONTINENTAL MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 0.00 0.41 0.52 0.89 0.88 0.32 0.92 0.60 0.00 0.62 0.10 0.80 0.75 0.38 1.24 0.47 IND -33% 403% 11% 18% -17% -26% 26% 70TH SHEA 0.67 0.49 36% GOLDWATER GOLDWATER INDIAN SCHOOL CAMELBACK 0.90 1.09 0.63 1.51 42% -28% SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER 0.10 0.24 0.80 0.50 0.85 1.43 1.16 0.87 0.77 0.59 0.56 0.52 0.33 0.31 1.02 1.07 0.22 0.85 0.37 0.08 0.21 0.86 0.97 1.12 0.90 1.08 0.94 1.07 0.49 0.37 0.60 0.34 0.44 0.35 0.60 0.13 0.41 0.43 28% 12% -6% -48% -24% 59% 7% -8% -28% 20% 49% -13% -4% -29% 190% 78% 75% 109% -13% N/S STREET E/W STREET 56TH 56TH 2024 Traffic Volume and Collision Data Page 200 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Collision Data, Sorted by Location 2024 Average Intersection Collision Rate = 0.56 2022 Averag e Intersection Collision Rate = 0.51 24 COL RATE 22 COL RATE % CHANGE THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND CAREFREE 0.33 0.47 0.55 0.03 0.59 0.56 0.75 1.50 0.33 0.25 0.17 0.14 1.02 0.11 0.36 0.84 0.19 0.81 0.46 0.24 0.70 0.23 0.35 0.45 0.35 0.65 0.78 0.65 1.49 0.28 0.26 0.07 0.06 1.21 0.27 0.25 0.73 0.19 0.55 0.11 0.34 0.52 45% 35% 21% -91% -9% -29% 16% 1% 18% -2% 138% 148% -16% -59% 44% 15% 0% 46% 326% -29% 34% DRINKWATER DRINKWATER OSBORN INDIAN SCHOOL 1.51 0.89 1.77 0.60 -15% 49% MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 1.33 0.55 0.75 0.71 0.94 0.86 0.71 1.26 0.24 1.25 0.44 0.72 0.15 0.96 0.95 0.89 0.91 0.23 7% 24% 5% 362% -2% -9% -21% 39% 5% MILLER MILLER MILLER DEER VALLEY WILLIAMS PINNACLE PEAK 0.23 0.33 0.35 0.19 0.54 0.19 21% -38% 81% 76TH REDFIELD 0.08 0.17 -52% HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW 0.69 0.54 1.02 0.34 1.37 1.38 0.67 0.89 0.35 0.95 0.79 0.73 0.39 0.50 0.39 0.75 0.40 0.92 0.76 1.18 0.78 0.86 0.82 0.52 0.83 1.05 0.53 0.42 0.80 0.55 -8% 35% 11% -55% 16% 77% -22% 9% -33% 15% -25% 37% -6% -38% -28% N/S STREET E/W STREET SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE 2024 Traffic Volume and Collision Data Page 201 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Collision Data, Sorted by Location 2024 Average Intersection Collision Rate = 0.56 2022 Averag e Intersection Collision Rate = 0.51 24 COL RATE 22 COL RATE % CHANGE SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT 0.59 0.61 0.06 0.23 1.38 2.08 1.04 0.40 0.78 0.06 0.28 0.31 1.51 0.94 47% -22% -2% -21% 350% 37% 10% GREENWAY-HAYDEN FRANK LLOYD WRIGHT 0.76 0.53 43% HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK 0.30 0.67 0.73 0.63 0.20 0.45 0.40 0.97 0.60 0.15 -34% 66% -25% 5% 35% GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD 0.89 0.25 0.93 0.23 0.00 0.37 0.00 0.48 0.28 0.79 1.46 0.86 0.20 0.00 0.26 0.00 0.55 0.57 13% -83% 9% 18% IND 41% IND -13% -51% 84TH CACTUS 0.23 0.16 42% PERIMETER PERIMETER PRINCESS BELL 0.69 0.42 0.65 0.42 7% 1% NORTHSIGHT RAINTREE 0.35 0.50 -30% PIMA PIMA PIMA PIMA PIMA PIMA PIMA MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA 0.34 0.37 0.19 0.18 0.38 0.40 0.92 0.11 0.42 0.34 0.36 0.47 0.30 0.86 212% -11% -45% -50% -19% 31% 7% PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND STAGECOACH 0.26 0.12 0.45 0.50 0.59 0.32 0.60 0.08 0.30 0.08 1.35 0.34 0.12 0.40 0.85 0.37 0.41 0.43 0.09 0.23 0.09 0.49 -23% 4% 11% -41% 58% -23% 39% -10% 33% -15% 173% 101 FREEWAY 101 FREEWAY 101 FREEWAY SHEA CACTUS RAINTREE 0.78 0.32 0.85 0.59 0.47 0.63 33% -32% 36% N/S STREET E/W STREET HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN 2024 Traffic Volume and Collision Data Page 202 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Collision Data, Sorted by Location 2024 Average Intersection Collision Rate = 0.56 2022 Averag e Intersection Collision Rate = 0.51 24 COL RATE 22 COL RATE % CHANGE FRANK LLOYD WRIGHT BELL PIMA/PRINCESS 2.43 0.69 0.72 2.03 0.32 0.66 20% 112% 8% 90TH 90TH 90TH 90TH VIA LINDA MOUNTAIN VIEW SHEA THUNDERBIRD 1.07 0.51 1.02 0.94 0.56 0.28 0.49 0.36 91% 84% 108% 166% 90TH/REDFIELD RAINTREE 0.41 0.36 15% 92ND 92ND 92ND MOUNTAIN VIEW SHEA CHOLLA 0.43 1.05 0.08 0.43 0.71 0.22 1% 48% -62% 92ND 92ND 92ND/100TH THUNDERBIRD RAINTREE FRANK LLOYD WRIGHT 0.66 0.32 0.45 1.05 0.13 0.47 -37% 147% -5% 94TH 94TH 94TH THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CACTUS SWEETWATER THUNDERBIRD RAINTREE FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON WINDGATE PASS 0.46 0.60 0.43 0.50 0.80 0.73 0.20 0.57 0.24 0.10 0.11 0.51 0.40 0.26 0.96 0.80 0.42 0.41 1.17 0.44 0.13 0.27 -10% 51% 64% -48% 0% 75% -52% -52% -45% -26% -62% 94TH 94TH BELL LEGACY 0.69 0.76 0.49 0.31 41% 144% 96TH 96TH 96TH 96TH 96TH 96TH 96TH VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD 0.32 0.60 0.88 0.00 0.87 0.73 0.46 0.25 0.35 0.62 0.57 0.54 0.56 0.50 32% 69% 42% -100% 61% 31% -8% 98TH BELL 0.23 0.26 -12% 100TH 100TH 100TH CACTUS SWEETWATER FRANK LLOYD WRIGHT 0.58 0.78 0.64 0.32 0.51 0.00 83% 53% IND VIA LINDA VIA LINDA VIA LINDA VIA DE VENTURA MOUNTAIN VIEW SHEA 0.09 0.51 0.78 0.14 0.17 0.32 -38% 204% 146% 104TH 104TH CACTUS SWEETWATER 0.20 0.62 0.68 0.00 -71% IND ALMA SCHOOL HAPPY VALLEY 0.41 0.51 -21% N/S STREET E/W STREET 101 FREEWAY 101 FREEWAY 101 FREEWAY 2024 Traffic Volume and Collision Data Page 203 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Collision Data, Sorted by Location 2024 Average Intersection Collision Rate = 0.56 2022 Averag e Intersection Collision Rate = 0.51 N/S STREET E/W STREET 24 COL RATE 22 COL RATE % CHANGE ALMA SCHOOL DYNAMITE 0.65 0.27 138% FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SHEA VIA LINDA CACTUS THUNDERBIRD RAINTREE 0.66 0.91 0.54 0.10 0.46 0.44 0.67 0.31 0.42 0.36 48% 36% 77% -78% 29% 117TH MOUNTAIN VIEW 0.00 0.00 IND 124TH 124TH SHEA VIA LINDA 0.42 0.48 0.64 0.42 -34% 15% 130TH SHEA 0.10 0.14 -30% 132ND VIA LINDA 0.62 0.36 75% 136TH 136TH SHEA VIA LINDA 0.82 1.16 0.26 0.53 214% 119% 2024 Traffic Volume and Collision Data Page 204 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 205 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024-2022 Intersection Collision Rate Comparison 2024-2022 Rate Comparison, Sorted by Descending Percent Change 2024 Traffic Volume and Collision Data Page 206 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Collision Data, Sorted by Descending Percent Change 2024 Average Intersection Collision Rate = 0.56 2022 Average Intersection Collision Rate = 0.51 24 COL RATE 22 COL RATE % CHANGE RANK OAK OAK RAINTREE ASHLER HILLS SHEA MCDOWELL MOUNTAIN VIEW MOUNTAIN VIEW STAGECOACH THUNDERBIRD 0.52 0.71 1.38 0.46 0.82 0.34 0.51 1.02 1.35 0.94 0.10 0.15 0.31 0.11 0.26 0.11 0.17 0.35 0.49 0.36 403% 362% 350% 326% 214% 212% 204% 190% 173% 166% 1 2 3 4 5 6 7 8 9 10 SCOTTSDALE 92ND VIA LINDA 94TH ALMA SCHOOL SCOTTSDALE 136TH 64TH 101 FREEWAY SCOTTSDALE WILLIAMS RAINTREE SHEA LEGACY DYNAMITE DEER VALLEY VIA LINDA DYNAMITE BELL CACTUS 0.14 0.32 0.78 0.76 0.65 0.17 1.16 0.25 0.69 0.85 0.06 0.13 0.32 0.31 0.27 0.07 0.53 0.12 0.32 0.41 148% 147% 146% 144% 138% 138% 119% 119% 112% 109% 11 12 13 14 15 16 17 18 19 20 90TH 90TH 90TH 100TH MILLER SCOTTSDALE HAYDEN FRANK LLOYD WRIGHT SCOTTSDALE 132ND SHEA VIA LINDA MOUNTAIN VIEW CACTUS PINNACLE PEAK SHEA OSBORN CACTUS CHOLLA VIA LINDA 1.02 1.07 0.51 0.58 0.35 1.07 1.38 0.54 0.22 0.62 0.49 0.56 0.28 0.32 0.19 0.60 0.78 0.31 0.13 0.36 108% 91% 84% 83% 81% 78% 77% 77% 75% 75% 21 22 23 24 25 26 27 28 29 30 THOMPSON PEAK 96TH HAYDEN 94TH 96TH SCOTTSDALE PIMA 100TH 94TH SCOTTSDALE 100TH MOUNTAIN VIEW PRINCESS THUNDERBIRD CACTUS OSBORN HAPPY VALLEY SWEETWATER SWEETWATER LINCOLN 0.73 0.60 0.67 0.43 0.87 1.43 0.59 0.78 0.60 0.56 0.42 0.35 0.40 0.26 0.54 0.90 0.37 0.51 0.40 0.37 75% 69% 66% 64% 61% 59% 58% 53% 51% 49% 31 32 33 34 35 36 37 38 39 40 DRINKWATER FRANK LLOYD WRIGHT 92ND HAYDEN SCOTTSDALE SCOTTSDALE SCOTTSDALE GREENWAY-HAYDEN 84TH 64TH INDIAN SCHOOL SHEA SHEA SHEA LONE MOUNTAIN THUNDERBIRD JOMAX FRANK LLOYD WRIGHT CACTUS SHEA 0.89 0.66 1.05 0.59 0.81 0.33 0.36 0.76 0.23 0.32 0.60 0.44 0.71 0.40 0.55 0.23 0.25 0.53 0.16 0.22 49% 48% 48% 47% 46% 45% 44% 43% 42% 42% 41 42 43 44 45 46 47 48 49 50 N/S STREET E/W STREET 68TH MILLER HAYDEN SCOTTSDALE 136TH PIMA VIA LINDA SCOTTSDALE PIMA 90TH 2024 Traffic Volume and Collision Data Page 207 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Collision Data, Sorted by Descending Percent Change 2024 Average Intersection Collision Rate = 0.56 2022 Average Intersection Collision Rate = 0.51 24 COL RATE 22 COL RATE % CHANGE RANK SHEA INDIAN SCHOOL INDIAN SCHOOL BELL DYNAMITE CAMELBACK NORTHSIGHT DYNAMITE CACTUS MCCORMICK 0.88 0.90 0.37 0.69 0.60 1.26 2.08 0.38 0.67 0.73 0.62 0.63 0.26 0.49 0.43 0.91 1.51 0.28 0.49 0.53 42% 42% 41% 41% 39% 39% 37% 37% 37% 37% 51 52 53 54 55 56 57 58 59 60 70TH 64TH FRANK LLOYD WRIGHT 101 FREEWAY HAYDEN SCOTTSDALE HAYDEN SCOTTSDALE PIMA 101 FREEWAY SHEA CAMELBACK VIA LINDA RAINTREE GRAYHAWK BUTHERUS ROOSEVELT CAREFREE LONE MOUNTAIN SHEA 0.67 0.37 0.91 0.85 0.20 0.47 0.54 0.70 0.30 0.78 0.49 0.27 0.67 0.63 0.15 0.35 0.40 0.52 0.23 0.59 36% 36% 36% 36% 35% 35% 35% 34% 33% 33% 61 62 63 64 65 66 67 68 69 70 96TH 96TH PIMA FRANK LLOYD WRIGHT SCOTTSDALE 68TH MILLER SCOTTSDALE MILLER SCOTTSDALE VIA LINDA SWEETWATER INDIAN BEND RAINTREE MCKELLIPS CHAPARRAL ROOSEVELT GREENWAY-HAYDEN DEER VALLEY MCDONALD 0.32 0.73 0.40 0.46 0.10 0.60 0.55 0.55 0.23 0.59 0.25 0.56 0.30 0.36 0.08 0.47 0.44 0.45 0.19 0.49 32% 31% 31% 29% 28% 26% 24% 21% 21% 20% 71 72 73 74 75 76 77 78 79 80 101 FREEWAY SCOTTSDALE GRANITE REEF 68TH HAYDEN SCOTTSDALE SCOTTSDALE 124TH 90TH/REDFIELD HAYDEN FRANK LLOYD WRIGHT THOMPSON PEAK THOMAS OSBORN THOMAS MAYO DYNAMITE VIA LINDA RAINTREE MCDONALD 2.43 0.33 0.23 0.88 1.37 0.75 0.84 0.48 0.41 0.95 2.03 0.28 0.20 0.75 1.18 0.65 0.73 0.42 0.36 0.83 20% 18% 18% 18% 16% 16% 15% 15% 15% 15% 81 82 83 84 85 86 87 88 89 90 GRANITE REEF SCOTTSDALE 68TH HAYDEN PIMA HAYDEN GRANITE REEF HAYDEN 101 FREEWAY ROOSEVELT ROOSEVELT THOMAS MCDOWELL THOMPSON PEAK FRANK LLOYD WRIGHT OAK CAMELBACK PIMA/PRINCESS 0.89 0.24 0.89 1.02 0.45 1.04 0.93 0.89 0.72 0.79 0.21 0.80 0.92 0.40 0.94 0.86 0.82 0.66 13% 12% 11% 11% 11% 10% 9% 9% 8% 91 92 93 94 95 96 97 98 99 N/S STREET E/W STREET 96TH GOLDWATER GRANITE REEF 94TH PIMA MILLER HAYDEN 56TH 64TH HAYDEN 2024 Traffic Volume and Collision Data Page 208 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Collision Data, Sorted by Descending Percent Change 2024 Average Intersection Collision Rate = 0.56 2022 Average Intersection Collision Rate = 0.51 24 COL RATE 22 COL RATE % CHANGE RANK INDIAN SCHOOL 1.16 1.08 7% 100 MILLER PIMA PERIMETER 64TH HAYDEN MILLER MILLER PIMA 64TH SCOTTSDALE MCKELLIPS VIA DE VENTURA PRINCESS THOMAS THOMPSON PEAK CHAPARRAL MCDOWELL HUALAPAI OAK 101 FREEWAY 1.33 0.92 0.69 0.91 0.63 0.24 0.75 0.12 0.42 1.50 1.25 0.86 0.65 0.85 0.60 0.23 0.72 0.12 0.41 1.49 7% 7% 7% 7% 5% 5% 5% 4% 2% 1% 101 102 103 104 105 106 107 108 109 110 92ND PERIMETER THOMPSON PEAK SCOTTSDALE 56TH SCOTTSDALE MILLER HAYDEN SCOTTSDALE 92ND/100TH MOUNTAIN VIEW BELL FRANK LLOYD WRIGHT DIXILETA THOMAS GRAYHAWK THOMAS SWEETWATER MCCORMICK FRANK LLOYD WRIGHT 0.43 0.42 0.80 0.19 0.09 0.25 0.94 0.06 0.33 0.45 0.43 0.42 0.80 0.19 0.09 0.26 0.96 0.06 0.34 0.47 1% 1% 0% 0% 0% -2% -2% -2% -4% -5% 111 112 113 114 115 116 117 118 119 120 SCOTTSDALE HAYDEN SCOTTSDALE HAYDEN 96TH SCOTTSDALE MILLER PIMA 94TH PIMA MCDOWELL VIA DE VENTURA CAMELBACK MCKELLIPS THUNDERBIRD FRANK LLOYD WRIGHT OSBORN DIXILETA CACTUS THOMAS 0.80 0.39 0.87 0.69 0.46 0.59 0.86 0.08 0.46 0.37 0.86 0.42 0.94 0.75 0.50 0.65 0.95 0.09 0.51 0.42 -6% -6% -8% -8% -8% -9% -9% -10% -10% -11% 121 122 123 124 125 126 127 128 129 130 98TH SCOTTSDALE SCOTTSDALE GRANITE REEF DRINKWATER PIMA SCOTTSDALE 68TH PIMA HAYDEN BELL SWEETWATER INDIAN BEND CHAPARRAL OSBORN WESTLAND PINNACLE PEAK INDIAN SCHOOL MCDONALD REDFIELD 0.23 0.37 0.52 0.48 1.51 0.08 1.02 0.32 0.38 0.23 0.26 0.43 0.60 0.55 1.77 0.09 1.21 0.38 0.47 0.28 -12% -13% -13% -13% -15% -15% -16% -17% -19% -21% 131 132 133 134 135 136 137 138 139 140 ALMA SCHOOL MILLER HAYDEN HAYDEN PIMA PIMA SCOTTSDALE HAPPY VALLEY INDIAN SCHOOL INDIAN SCHOOL CACTUS JOMAX LEGACY THOMAS 0.41 0.71 0.67 0.61 0.32 0.26 0.85 0.51 0.89 0.86 0.78 0.41 0.34 1.12 -21% -21% -22% -22% -23% -23% -24% 141 142 143 144 145 146 147 N/S STREET E/W STREET SCOTTSDALE 2024 Traffic Volume and Collision Data Page 209 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Collision Data, Sorted by Descending Percent Change 2024 Average Intersection Collision Rate = 0.56 2022 Average Intersection Collision Rate = 0.51 24 COL RATE 22 COL RATE % CHANGE RANK 101 FREEWAY INDIAN BEND HORSESHOE CANYON 0.73 0.79 0.10 0.97 1.05 0.13 -25% -25% -26% 148 149 150 68TH GOLDWATER SCOTTSDALE HAYDEN SCOTTSDALE SCOTTSDALE SCOTTSDALE NORTHSIGHT 64TH 130TH CAMELBACK CAMELBACK CHAPARRAL MOUNTAIN VIEW PRINCESS DOUBLETREE WESTLAND RAINTREE INDIAN SCHOOL SHEA 0.92 1.09 0.77 0.39 0.56 0.31 0.24 0.35 0.51 0.10 1.24 1.51 1.07 0.55 0.78 0.44 0.34 0.50 0.73 0.14 -26% -28% -28% -28% -29% -29% -29% -30% -30% -30% 151 152 153 154 155 156 157 158 159 160 101 FREEWAY 60TH HAYDEN 68TH 124TH HAYDEN 92ND HAYDEN MILLER VIA LINDA CACTUS THOMAS CHAPARRAL MCDOWELL SHEA BELL THUNDERBIRD VIA LINDA WILLIAMS VIA DE VENTURA 0.32 0.46 0.35 0.41 0.42 0.30 0.66 0.50 0.33 0.09 0.47 0.68 0.52 0.62 0.64 0.45 1.05 0.80 0.54 0.14 -32% -32% -33% -33% -34% -34% -37% -38% -38% -38% 161 162 163 164 165 166 167 168 169 170 PIMA 60TH 64TH PIMA THOMPSON PEAK THOMPSON PEAK SCOTTSDALE 64TH PIMA GRANITE REEF PINNACLE PEAK CAREFREE MCDOWELL INDIAN SCHOOL LEGACY RAINTREE OAK OSBORN CHAPARRAL MCDONALD 0.50 0.27 0.09 0.19 0.24 0.50 0.50 0.43 0.18 0.28 0.85 0.47 0.17 0.34 0.44 0.96 0.97 0.84 0.36 0.57 -41% -43% -44% -45% -45% -48% -48% -49% -50% -51% 171 172 173 174 175 176 177 178 179 180 THOMPSON PEAK 76TH THOMPSON PEAK HAYDEN SCOTTSDALE THOMPSON PEAK 92ND 104TH FRANK LLOYD WRIGHT GRANITE REEF BELL REDFIELD MCDOWELL MTN RANCH OAK HAPPY VALLEY WINDGATE PASS CHOLLA CACTUS THUNDERBIRD MCDOWELL 0.57 0.08 0.20 0.34 0.11 0.11 0.08 0.20 0.10 0.25 1.17 0.17 0.41 0.76 0.27 0.27 0.22 0.68 0.42 1.46 -52% -52% -52% -55% -59% -62% -62% -71% -78% -83% 181 182 183 184 185 186 187 188 189 190 SCOTTSDALE 64TH 96TH 56TH 56TH 60TH PARADISE CHOLLA CHOLLA OAK CAREFREE OAK 0.03 0.00 0.00 0.00 0.07 0.00 0.35 0.29 0.57 0.00 0.00 0.00 -91% -100% -100% IND IND IND 191 192 193 194 195 196 N/S STREET E/W STREET HAYDEN HAYDEN THOMPSON PEAK 2024 Traffic Volume and Collision Data Page 210 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Collision Data, Sorted by Descending Percent Change 2024 Average Intersection Collision Rate = 0.56 2022 Average Intersection Collision Rate = 0.51 24 COL RATE 22 COL RATE % CHANGE RANK CONTINENTAL OSBORN CAMELBACK FRANK LLOYD WRIGHT 0.00 0.00 0.00 0.64 0.00 0.00 0.00 0.00 IND IND IND IND 197 198 199 200 SWEETWATER MOUNTAIN VIEW 0.62 0.00 0.00 0.00 IND IND 201 202 N/S STREET E/W STREET 68TH GRANITE REEF GRANITE REEF 100TH 104TH 117TH 2024 Traffic Volume and Collision Data Page 211 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 212 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024-2004 Intersection Collision Rate Comparison 2024-2004 Rate Comparison, Sorted by Location 2024 Traffic Volume and Collision Data Page 213 Scottsdale Traffic Engineering, February 2026 2024-2004 Intersection Collision Rate Comparison, Sorted by Location Avg. Int. Col. Rates: 2024=0.56 2022=0.51 2020=0.54 2018=0.58 2016=0.65 2014=0.58 2012=0.52 2010=0.48 2008=0.53 2006=0.64 2004=0.66 COL RATE N/S STREET E/W STREET 56TH 56TH OAK THOMAS 24 0.00 0.09 22 0.00 0.09 20 0.00 0.04 18 0.00 0.07 16 0.34 0.09 14 0.00 0.27 12 0.00 0.17 10 0.00 0.00 08 0.00 0.30 06 0.00 0.07 04 0.00 0.23 56TH 56TH DYNAMITE CAREFREE 0.38 0.07 0.28 0.00 0.00 0.16 0.18 0.28 0.30 0.00 0.00 0.17 0.20 0.00 0.20 0.00 0.00 0.30 0.00 0.00 0.00 0.00 60TH 60TH OAK THOMAS 0.00 0.46 0.00 0.68 0.00 0.39 0.86 0.26 0.47 0.67 0.00 0.57 0.00 0.33 1.05 0.42 0.00 0.58 0.00 0.93 0.00 0.20 60TH CAREFREE 0.27 0.47 0.45 0.26 0.15 0.47 0.32 0.49 0.29 0.43 0.00 64TH 64TH 64TH 64TH 64TH 64TH 64TH 64TH 64TH MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK SHEA CHOLLA CACTUS 0.09 0.42 0.91 0.43 0.51 0.37 0.32 0.00 0.67 0.17 0.41 0.85 0.84 0.73 0.27 0.22 0.29 0.49 0.21 0.00 0.82 0.76 0.79 0.50 0.29 0.30 0.38 0.23 0.22 1.33 0.82 1.44 0.28 0.21 0.00 0.95 0.09 0.21 1.39 1.40 0.61 0.37 0.67 0.00 0.68 0.13 0.56 1.44 0.68 0.79 0.69 0.34 0.00 0.48 0.12 0.18 0.73 0.00 0.41 0.00 0.42 0.41 0.30 0.18 0.15 0.65 0.00 1.02 0.08 0.59 0.33 0.22 0.16 0.61 1.09 0.00 0.96 0.20 0.19 0.00 0.40 0.22 0.48 0.84 0.00 0.95 0.14 0.20 0.00 0.43 0.22 0.32 1.26 0.00 0.72 0.37 0.50 0.00 0.71 64TH DYNAMITE 0.25 0.12 0.23 0.48 0.00 0.28 0.25 0.00 0.22 0.24 0.52 68TH 68TH 68TH 68TH 68TH 68TH 68TH 68TH CONTINENTAL MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 0.00 0.41 0.52 0.89 0.88 0.32 0.92 0.60 0.00 0.62 0.10 0.80 0.75 0.38 1.24 0.47 0.26 0.16 0.21 0.97 1.16 0.65 0.99 0.27 0.00 0.65 0.22 1.17 0.71 0.97 1.11 0.96 0.00 0.71 0.23 1.25 0.95 0.56 0.96 0.71 0.00 0.82 0.00 0.83 1.00 0.64 1.14 0.29 0.00 0.71 0.26 1.40 0.57 0.48 0.88 0.00 0.00 0.69 0.28 1.18 0.57 0.53 0.50 0.31 0.27 0.75 0.85 0.97 0.61 0.53 0.95 0.55 0.00 0.82 0.23 1.86 0.48 0.56 0.93 0.27 0.00 1.15 0.45 1.35 0.46 0.70 0.97 0.71 70TH SHEA 0.67 0.49 0.48 0.78 0.62 0.63 0.40 0.51 0.46 0.00 0.00 GOLDWATER GOLDWATER INDIAN SCHOOL CAMELBACK 0.90 1.09 0.63 1.51 0.50 1.31 0.81 1.21 0.86 1.29 0.60 0.93 0.81 0.82 0.22 0.51 0.26 0.75 0.73 0.97 0.80 0.79 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER 0.10 0.24 0.80 0.50 0.85 1.43 1.16 0.87 0.77 0.59 0.56 0.52 0.33 0.31 1.02 1.07 0.22 0.85 0.37 0.08 0.21 0.86 0.97 1.12 0.90 1.08 0.94 1.07 0.49 0.37 0.60 0.34 0.44 0.35 0.60 0.13 0.41 0.43 0.18 0.42 1.08 0.48 1.04 1.04 1.56 1.37 1.09 0.78 0.56 0.81 0.26 0.34 0.74 1.50 0.18 0.91 0.30 0.06 0.55 1.14 0.44 1.37 1.10 1.48 1.74 1.12 0.65 0.65 0.58 0.30 0.59 0.39 1.01 0.25 0.72 0.28 0.00 0.44 1.06 0.44 1.07 1.20 1.70 1.03 0.94 0.71 0.98 0.66 0.36 0.97 0.47 1.56 0.20 0.88 0.37 0.00 0.36 1.45 0.71 1.44 1.02 1.45 0.86 0.53 0.87 0.92 0.68 0.26 0.38 0.70 0.99 0.59 1.08 0.35 0.00 0.59 1.07 0.65 1.43 0.97 1.19 0.94 0.62 0.77 0.51 1.32 0.22 0.49 0.33 0.55 0.42 1.05 0.26 0.00 0.29 0.77 0.38 1.25 0.82 0.81 0.88 0.55 0.45 0.67 0.73 0.25 0.47 0.73 1.08 0.23 1.24 0.25 0.06 0.48 1.36 0.46 0.89 0.65 0.89 1.15 0.90 0.80 0.66 0.45 0.54 0.51 0.58 0.81 0.08 0.97 0.54 0.10 0.61 1.21 0.44 1.30 0.84 1.90 1.18 0.75 1.15 0.74 1.19 0.27 0.69 0.15 1.52 0.11 1.09 0.35 0.11 0.13 1.20 0.18 1.62 0.48 1.07 1.14 0.86 1.33 0.68 1.16 0.26 0.74 0.65 0.99 0.18 1.37 0.66 2024 Traffic Volume and Collision Data Page 214 Scottsdale Traffic Engineering, February 2026 2024-2004 Intersection Collision Rate Comparison, Sorted by Location Avg. 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Rates: 2024=0.56 2022=0.51 2020=0.54 2018=0.58 2016=0.65 2014=0.58 2012=0.52 2010=0.48 2008=0.53 2006=0.64 2004=0.66 COL RATE N/S STREET E/W STREET SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND CAREFREE 24 0.33 0.47 0.55 0.03 0.59 0.56 0.75 1.50 0.33 0.25 0.17 0.14 1.02 0.11 0.36 0.84 0.19 0.81 0.46 0.24 0.70 22 0.23 0.35 0.45 0.35 0.65 0.78 0.65 1.49 0.28 0.26 0.07 0.06 1.21 0.27 0.25 0.73 0.19 0.55 0.11 0.34 0.52 20 0.46 0.23 0.65 0.21 0.63 0.81 0.55 1.56 0.17 0.33 0.11 0.29 1.06 0.11 0.28 0.58 0.38 0.68 0.42 0.34 0.40 18 0.64 0.33 0.80 0.33 0.72 0.48 0.70 0.50 0.34 0.43 0.14 0.26 1.04 0.26 0.29 0.84 0.40 0.43 0.68 0.17 0.44 16 0.69 0.53 0.65 0.24 0.72 0.73 1.09 0.81 0.60 0.72 0.22 0.38 1.01 0.25 0.42 0.67 0.45 0.86 0.43 0.53 0.56 14 0.89 0.25 0.66 0.21 0.73 0.83 1.20 0.88 0.73 0.24 0.08 0.29 0.87 0.43 0.35 0.78 0.50 0.70 0.11 0.42 0.78 12 1.18 0.53 0.00 0.27 0.74 0.82 0.72 0.49 0.34 0.07 0.14 0.07 1.02 0.00 0.51 1.35 0.20 0.56 0.48 0.10 0.22 10 0.81 0.36 0.00 0.44 0.56 0.34 0.63 1.14 0.27 0.19 0.22 0.14 0.63 0.00 0.09 0.54 0.57 0.35 0.22 0.40 0.56 08 0.97 0.87 0.00 0.47 0.61 0.79 0.00 0.88 0.57 0.09 0.00 0.00 0.39 0.00 0.25 0.56 0.19 0.19 0.30 0.31 1.01 06 0.58 0.56 0.00 0.58 1.06 0.50 0.00 1.13 0.50 0.33 0.00 0.00 1.18 0.00 0.40 1.19 0.36 0.51 0.00 0.00 0.47 04 0.65 0.64 0.00 0.55 1.09 0.41 0.00 0.83 0.41 0.19 0.00 0.00 0.71 0.00 0.70 0.89 0.93 0.74 0.00 0.00 0.46 DRINKWATER DRINKWATER OSBORN INDIAN SCHOOL 1.51 0.89 1.77 0.60 2.03 0.49 0.91 0.65 1.20 0.97 0.81 0.78 0.78 0.74 1.25 0.80 1.59 0.71 1.28 0.76 2.73 0.96 MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 1.33 0.55 0.75 0.71 0.94 0.86 0.71 1.26 0.24 1.25 0.44 0.72 0.15 0.96 0.95 0.89 0.91 0.23 1.18 0.32 1.15 0.51 0.97 1.18 0.86 0.82 0.50 0.88 0.48 0.78 0.23 1.12 1.01 1.01 1.28 0.79 0.97 0.64 1.17 0.39 0.89 0.86 0.81 0.94 0.70 0.16 0.00 0.89 0.28 0.51 1.34 0.64 1.32 0.25 0.64 0.31 0.43 0.32 1.05 0.95 0.86 0.97 1.33 1.48 0.58 0.76 0.58 1.08 0.90 0.58 0.84 0.22 1.07 0.00 0.79 0.23 1.16 0.70 1.01 1.25 0.68 0.69 1.00 1.15 0.72 1.39 0.50 1.19 0.90 0.55 0.82 1.21 0.71 0.23 1.22 0.47 1.82 0.88 0.83 MILLER MILLER MILLER DEER VALLEY WILLIAMS PINNACLE PEAK 0.23 0.33 0.35 0.19 0.54 0.19 0.27 0.20 0.38 0.06 0.24 0.44 0.08 0.17 0.48 0.00 0.18 0.50 0.17 0.38 0.24 0.00 0.38 0.13 0.00 0.00 0.22 0.00 0.00 0.78 0.00 0.00 0.31 76TH REDFIELD 0.08 0.17 0.09 0.68 0.50 0.27 0.15 0.31 0.00 0.00 0.00 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW 0.69 0.54 1.02 0.34 1.37 1.38 0.67 0.89 0.35 0.95 0.79 0.73 0.39 0.50 0.39 0.75 0.40 0.92 0.76 1.18 0.78 0.86 0.82 0.52 0.83 1.05 0.53 0.42 0.80 0.55 0.62 0.89 1.18 0.72 1.17 0.83 0.70 0.72 0.47 0.78 0.77 0.40 0.66 0.35 0.25 0.69 0.95 0.90 0.50 1.88 0.73 0.85 1.36 0.84 0.67 0.86 0.58 0.51 0.25 0.53 1.03 0.98 0.92 0.47 1.69 1.13 1.08 1.67 0.95 0.88 0.99 0.58 0.68 0.36 0.41 1.01 0.42 1.39 0.51 1.61 1.00 1.04 1.15 0.75 0.54 0.88 0.68 0.55 0.37 0.39 0.66 0.37 1.22 0.20 1.82 0.59 0.76 0.65 1.47 0.76 1.04 0.62 0.44 0.43 0.09 0.56 0.70 0.95 0.09 1.07 0.48 0.65 0.82 0.70 0.35 0.52 0.62 0.35 0.09 0.70 0.61 0.72 0.69 0.25 1.33 0.41 0.98 0.71 1.46 0.67 1.01 0.15 0.64 0.46 0.45 1.08 0.76 1.02 0.34 2.24 0.64 0.95 1.06 1.06 1.06 1.17 0.35 0.36 0.38 0.40 0.85 0.57 1.25 0.64 2.33 0.78 1.10 2.06 0.81 0.89 1.12 0.78 0.66 0.28 0.34 2024 Traffic Volume and Collision Data Page 215 Scottsdale Traffic Engineering, February 2026 2024-2004 Intersection Collision Rate Comparison, Sorted by Location Avg. 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Rates: 2024=0.56 2022=0.51 2020=0.54 2018=0.58 2016=0.65 2014=0.58 2012=0.52 2010=0.48 2008=0.53 2006=0.64 2004=0.66 COL RATE N/S STREET E/W STREET HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT 24 0.59 0.61 0.06 0.23 1.38 2.08 1.04 22 0.40 0.78 0.06 0.28 0.31 1.51 0.94 20 0.48 0.85 0.00 0.36 0.29 1.66 0.68 18 0.80 0.63 0.17 0.16 0.35 0.96 1.13 16 0.92 0.64 0.12 0.17 0.88 1.05 1.00 14 0.65 0.95 0.00 0.25 0.50 0.52 0.85 12 0.71 0.89 0.00 0.60 0.58 0.49 0.46 10 0.71 0.69 0.00 0.43 0.22 0.00 0.40 08 0.62 0.51 0.00 0.31 0.34 0.00 0.41 06 1.25 0.59 0.00 0.47 0.32 0.00 0.83 04 1.11 1.56 0.00 1.01 0.83 0.00 0.80 GREENWAY-HAYDEN FRANK LLOYD WRIGHT 0.76 0.53 0.99 1.32 1.06 0.82 1.14 0.75 0.49 0.93 1.05 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK 0.30 0.67 0.73 0.63 0.20 0.45 0.40 0.97 0.60 0.15 0.40 0.43 0.74 0.76 0.16 0.31 0.70 0.69 1.28 0.27 0.28 0.87 0.45 0.99 0.28 0.41 0.14 0.75 0.84 0.14 0.38 0.00 0.00 0.68 0.00 0.32 0.33 0.00 0.54 0.61 0.29 0.27 0.00 0.45 0.51 0.00 0.47 0.00 0.29 0.46 0.00 0.98 0.00 0.24 0.43 GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD 0.89 0.25 0.93 0.23 0.00 0.37 0.00 0.48 0.28 0.79 1.46 0.86 0.20 0.00 0.26 0.00 0.55 0.57 0.24 0.38 0.29 0.43 1.71 0.63 0.00 0.22 0.83 0.23 0.41 1.27 0.24 0.38 0.75 0.00 0.59 0.90 0.72 1.03 1.25 0.42 0.38 0.72 1.37 0.86 1.44 0.48 0.92 1.14 0.11 0.00 0.27 0.88 0.75 1.08 0.50 0.78 1.19 0.10 0.00 0.42 0.84 0.55 0.98 0.00 0.63 0.00 0.17 0.00 0.35 0.42 0.55 0.54 0.00 0.49 0.44 0.27 0.00 0.28 0.37 0.66 0.44 0.51 0.52 0.67 0.53 0.00 0.39 0.35 0.73 0.74 0.87 0.24 1.05 0.43 1.40 0.28 0.34 0.60 1.10 84TH CACTUS 0.23 0.16 0.04 0.11 0.31 0.47 0.32 0.00 0.00 0.00 0.00 PERIMETER PERIMETER PRINCESS BELL 0.69 0.42 0.65 0.42 0.55 0.61 0.33 0.64 0.70 0.32 0.49 0.58 0.27 0.00 0.61 0.00 0.56 0.00 0.74 0.00 0.00 0.00 NORTHSIGHT RAINTREE 0.35 0.50 0.75 1.21 1.15 0.60 0.24 0.62 0.96 0.73 0.22 PIMA PIMA PIMA PIMA PIMA PIMA PIMA MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA 0.34 0.37 0.19 0.18 0.38 0.40 0.92 0.11 0.42 0.34 0.36 0.47 0.30 0.86 0.41 0.28 0.33 0.43 0.32 0.36 0.11 0.36 0.78 0.53 0.27 0.36 0.35 0.40 0.19 0.84 0.77 0.54 0.57 0.74 0.69 0.00 0.19 0.69 0.70 0.35 0.76 1.18 0.18 0.73 0.39 0.46 0.48 0.42 0.86 0.00 0.37 0.22 0.60 0.29 0.00 0.54 0.25 0.96 0.42 0.67 0.36 0.26 0.48 0.15 1.36 0.52 0.60 0.25 0.32 0.74 0.39 1.06 0.39 0.65 0.66 0.56 1.12 PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND STAGECOACH 0.26 0.12 0.45 0.50 0.59 0.32 0.60 0.08 0.30 0.08 1.35 0.34 0.12 0.40 0.85 0.37 0.41 0.43 0.09 0.23 0.09 0.49 0.50 0.04 0.39 0.62 0.30 0.41 1.01 0.18 0.14 0.09 0.39 0.63 0.07 0.35 0.55 0.44 0.19 0.62 0.07 0.26 0.27 0.00 0.47 0.20 0.65 0.45 0.34 0.22 0.82 0.09 0.93 0.17 0.34 0.26 0.16 0.44 0.29 0.29 0.00 1.09 0.17 0.00 0.83 0.69 0.29 0.08 0.42 0.97 0.29 0.00 0.58 0.00 0.00 0.00 0.24 0.36 0.00 0.25 0.58 0.13 0.00 0.79 0.00 0.00 0.19 1.25 0.41 0.19 0.32 0.93 0.39 0.00 0.54 0.00 0.00 0.15 0.77 0.07 0.00 0.91 0.62 0.19 0.00 1.06 0.00 0.63 0.18 0.41 0.11 0.00 0.62 0.59 0.29 0.00 0.81 0.00 0.18 0.70 0.43 101 FREEWAY 101 FREEWAY 101 FREEWAY SHEA CACTUS RAINTREE 0.78 0.32 0.85 0.59 0.47 0.63 0.28 0.44 0.33 0.61 0.52 0.82 0.90 0.48 0.89 0.66 0.36 1.56 0.54 0.52 1.00 0.38 0.38 1.24 0.50 0.49 1.14 0.63 0.38 1.68 0.82 0.28 0.72 2024 Traffic Volume and Collision Data Page 216 Scottsdale Traffic Engineering, February 2026 2024-2004 Intersection Collision Rate Comparison, Sorted by Location Avg. 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Rates: 2024=0.56 2022=0.51 2020=0.54 2018=0.58 2016=0.65 2014=0.58 2012=0.52 2010=0.48 2008=0.53 2006=0.64 2004=0.66 COL RATE N/S STREET E/W STREET 101 FREEWAY 101 FREEWAY 101 FREEWAY FRANK LLOYD WRIGHT BELL PIMA/PRINCESS 24 2.43 0.69 0.72 22 2.03 0.32 0.66 20 2.03 0.92 0.83 18 1.42 0.47 0.48 16 1.72 0.00 0.51 14 1.66 0.60 0.61 12 1.26 0.45 0.74 10 1.27 0.49 0.12 08 1.36 0.82 0.25 06 2.02 1.21 0.52 04 0.85 0.40 0.73 90TH 90TH 90TH 90TH VIA LINDA MOUNTAIN VIEW SHEA THUNDERBIRD 1.07 0.51 1.02 0.94 0.56 0.28 0.49 0.36 0.69 0.77 0.69 0.47 0.71 0.43 1.13 0.40 0.80 1.43 1.41 0.30 0.43 1.26 1.32 0.00 0.86 0.91 1.00 1.35 0.82 0.55 0.74 0.00 0.48 0.74 1.23 0.00 0.78 0.31 1.26 0.00 0.75 0.48 0.94 0.00 90TH/REDFIELD RAINTREE 0.41 0.36 0.36 0.57 0.60 0.69 0.53 0.43 0.34 0.69 0.60 92ND 92ND 92ND MOUNTAIN VIEW SHEA CHOLLA 0.43 1.05 0.08 0.43 0.71 0.22 0.00 0.84 0.53 0.19 1.40 0.16 0.61 1.26 0.45 0.13 0.98 0.35 0.63 1.14 0.56 0.84 0.69 0.53 0.51 0.90 0.96 0.13 1.40 0.14 0.82 1.42 0.16 92ND 92ND 92ND/100TH THUNDERBIRD RAINTREE FRANK LLOYD WRIGHT 0.66 0.32 0.45 1.05 0.13 0.47 1.04 0.41 0.62 0.32 0.23 0.35 0.33 0.26 0.36 0.29 0.24 0.40 0.37 0.12 0.23 0.33 0.22 0.15 0.00 0.00 0.35 0.64 0.12 0.36 0.00 1.03 0.28 94TH 94TH 94TH THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CACTUS SWEETWATER THUNDERBIRD RAINTREE FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON WINDGATE PASS 0.46 0.60 0.43 0.50 0.80 0.73 0.20 0.57 0.24 0.10 0.11 0.51 0.40 0.26 0.96 0.80 0.42 0.41 1.17 0.44 0.13 0.27 0.69 0.08 0.86 0.79 1.03 0.65 0.61 1.02 0.00 0.00 0.14 0.34 0.35 0.68 0.87 0.43 1.02 0.32 1.04 0.30 0.00 0.00 0.66 0.28 0.35 1.24 1.36 0.73 0.55 1.40 0.38 0.00 0.31 0.87 0.46 0.49 0.76 0.43 0.16 1.12 0.75 0.31 0.21 0.20 0.31 0.56 0.31 0.95 0.29 0.25 0.50 0.15 0.57 0.00 0.25 0.43 0.18 0.45 0.65 0.52 0.94 0.33 1.43 0.00 0.00 0.46 1.03 0.80 0.16 0.52 0.39 0.65 0.00 0.80 0.90 0.27 0.44 0.70 0.50 0.43 0.80 0.86 0.09 0.00 1.34 0.00 0.00 0.00 0.63 0.22 0.64 1.50 0.89 0.30 0.00 0.28 0.00 0.00 0.00 94TH 94TH BELL LEGACY 0.69 0.76 0.49 0.31 0.70 0.22 0.64 0.44 0.55 0.51 0.70 0.52 0.16 0.00 0.45 0.29 0.93 0.90 0.83 0.00 0.00 0.00 96TH 96TH 96TH 96TH 96TH 96TH 96TH VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD 0.32 0.60 0.88 0.00 0.87 0.73 0.46 0.25 0.35 0.62 0.57 0.54 0.56 0.50 0.12 0.82 0.74 0.33 0.56 0.00 0.27 0.54 0.45 0.87 0.30 0.33 1.10 0.41 0.22 0.47 1.02 0.30 0.30 0.51 0.20 0.82 0.20 0.30 0.29 0.75 0.96 1.26 0.34 0.61 1.04 0.36 0.34 1.01 0.45 0.47 0.20 0.64 0.00 0.63 0.42 0.42 0.20 0.17 0.57 0.31 0.49 1.28 0.84 0.10 0.57 0.70 0.00 0.55 0.46 0.44 0.20 0.91 0.67 1.03 0.39 0.42 0.49 98TH BELL 0.23 0.26 0.12 0.41 0.09 0.36 0.38 0.00 0.38 0.87 0.00 100TH 100TH 100TH CACTUS SWEETWATER FRANK LLOYD WRIGHT 0.58 0.78 0.64 0.32 0.51 0.00 0.50 0.33 0.11 0.59 0.00 0.64 0.93 0.25 0.93 0.83 1.27 0.64 0.64 0.00 0.73 1.14 0.50 0.45 0.40 0.00 0.47 0.00 0.00 1.49 0.00 0.00 0.66 VIA LINDA VIA LINDA VIA LINDA VIA DE VENTURA MOUNTAIN VIEW SHEA 0.09 0.51 0.78 0.14 0.17 0.32 0.00 0.54 0.50 0.22 0.29 0.56 0.53 0.73 0.57 0.30 0.00 0.50 0.15 0.35 0.53 0.45 0.11 0.55 0.12 0.68 0.42 0.25 0.59 0.73 0.25 1.03 1.22 104TH 104TH CACTUS SWEETWATER 0.20 0.62 0.68 0.00 0.94 0.00 0.17 0.68 0.62 0.00 0.40 0.00 0.00 0.00 0.00 0.00 1.47 0.00 1.40 0.00 0.00 0.00 ALMA SCHOOL HAPPY VALLEY 0.41 0.51 0.25 0.40 0.08 0.71 0.73 0.56 0.17 0.50 0.50 2024 Traffic Volume and Collision Data Page 217 Scottsdale Traffic Engineering, February 2026 2024-2004 Intersection Collision Rate Comparison, Sorted by Location Avg. 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Rates: 2024=0.56 2022=0.51 2020=0.54 2018=0.58 2016=0.65 2014=0.58 2012=0.52 2010=0.48 2008=0.53 2006=0.64 2004=0.66 N/S STREET E/W STREET ALMA SCHOOL COL RATE 24 22 20 18 16 14 12 10 08 06 04 DYNAMITE 0.65 0.27 0.47 0.74 0.95 0.21 1.01 0.60 0.67 1.26 0.45 FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SHEA VIA LINDA CACTUS THUNDERBIRD RAINTREE 0.66 0.91 0.54 0.10 0.46 0.44 0.67 0.31 0.42 0.36 0.29 0.75 0.37 0.29 0.51 0.78 0.83 0.45 0.19 0.63 0.73 1.18 0.48 0.35 0.49 0.78 0.69 0.75 0.28 0.52 0.68 0.77 0.90 0.10 0.38 0.65 1.01 0.72 0.19 0.37 0.86 0.56 0.61 0.09 0.17 0.80 0.92 0.74 0.65 0.30 0.94 0.61 0.51 0.33 0.40 117TH MOUNTAIN VIEW 0.00 0.00 0.00 0.00 0.38 0.00 0.00 0.74 0.00 0.00 0.00 124TH 124TH SHEA VIA LINDA 0.42 0.48 0.64 0.42 0.57 0.43 0.60 0.24 0.41 0.58 0.65 0.31 0.52 0.38 0.50 0.46 0.62 0.45 0.49 0.77 0.78 0.48 130TH SHEA 0.10 0.14 0.25 0.28 0.37 0.08 0.08 0.36 0.32 0.32 0.50 132ND VIA LINDA 0.62 0.36 0.16 0.46 0.00 0.00 0.00 0.00 0.00 0.00 0.00 136TH 136TH SHEA VIA LINDA 0.82 1.16 0.26 0.53 0.25 0.30 0.33 0.15 0.27 0.16 0.27 0.33 0.53 0.31 0.23 0.29 0.14 0.81 0.43 0.29 0.36 0.35 2024 Traffic Volume and Collision Data Page 218 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 219 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024-2004 Intersection Collision Rate Comparison 2024-2004 Rate Comparison, Sorted by Descending 2024 Collision Rate 2024 Traffic Volume and Collision Data Page 220 Scottsdale Traffic Engineering, February 2026 2024-2004 Intersection Collision Rate Comparison, Sorted by Descending 2024 Rate Avg. 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Rates: 2024=0.56 2022=0.51 2020=0.54 2018=0.58 2016=0.65 2014=0.58 2012=0.52 2010=0.48 2008=0.53 2006=0.64 2004=0.66 N/S STREET E/W STREET COL RATE 101 FREEWAY HAYDEN DRINKWATER SCOTTSDALE SCOTTSDALE HAYDEN HAYDEN HAYDEN PIMA MILLER FRANK LLOYD WRIGHT NORTHSIGHT OSBORN 101 FREEWAY OSBORN RAINTREE OSBORN THOMAS STAGECOACH MCKELLIPS 24 2.43 2.08 1.51 1.50 1.43 1.38 1.38 1.37 1.35 1.33 22 2.03 1.51 1.77 1.49 0.90 0.31 0.78 1.18 0.49 1.25 20 2.03 1.66 2.03 1.56 1.04 0.29 0.83 1.17 0.39 1.18 18 1.42 0.96 0.91 0.50 1.10 0.35 0.73 1.88 0.00 0.88 16 1.72 1.05 1.20 0.81 1.20 0.88 1.13 1.69 0.34 0.97 14 1.66 0.52 0.81 0.88 1.02 0.50 1.00 1.61 0.69 0.16 12 1.26 0.49 0.78 0.49 0.97 0.58 0.59 1.82 0.24 0.64 10 1.27 0.00 1.25 1.14 0.82 0.22 0.48 1.07 1.25 1.48 08 1.36 0.00 1.59 0.88 0.65 0.34 0.41 1.33 0.77 1.07 06 2.02 0.00 1.28 1.13 0.84 0.32 0.64 2.24 0.41 0.69 04 0.85 0.00 2.73 0.83 0.48 0.83 0.78 2.33 0.43 0.82 MILLER SCOTTSDALE 136TH GOLDWATER 90TH SCOTTSDALE 92ND HAYDEN SCOTTSDALE HAYDEN CAMELBACK INDIAN SCHOOL VIA LINDA CAMELBACK VIA LINDA SHEA SHEA FRANK LLOYD WRIGHT PINNACLE PEAK MCDOWELL 1.26 1.16 1.16 1.09 1.07 1.07 1.05 1.04 1.02 1.02 0.91 1.08 0.53 1.51 0.56 0.60 0.71 0.94 1.21 0.92 0.82 1.56 0.30 1.31 0.69 1.50 0.84 0.68 1.06 1.18 1.28 1.48 0.15 1.21 0.71 1.01 1.40 1.13 1.04 0.90 0.94 1.70 0.16 1.29 0.80 1.56 1.26 1.00 1.01 0.92 1.32 1.45 0.33 0.93 0.43 0.99 0.98 0.85 0.87 1.39 0.97 1.19 0.31 0.82 0.86 0.55 1.14 0.46 1.02 1.22 0.84 0.81 0.29 0.51 0.82 1.08 0.69 0.40 0.63 0.95 1.25 0.89 0.81 0.75 0.48 0.81 0.90 0.41 0.39 0.69 0.90 1.90 0.29 0.97 0.78 1.52 1.40 0.83 1.18 1.02 0.88 1.07 0.35 0.79 0.75 0.99 1.42 0.80 0.71 1.25 90TH SCOTTSDALE HAYDEN 90TH MILLER GRANITE REEF PIMA 68TH FRANK LLOYD WRIGHT 64TH SHEA MOUNTAIN VIEW MCDONALD THUNDERBIRD THOMAS OAK VIA DE VENTURA CAMELBACK VIA LINDA THOMAS 1.02 1.02 0.95 0.94 0.94 0.93 0.92 0.92 0.91 0.91 0.49 0.35 0.83 0.36 0.96 0.86 0.86 1.24 0.67 0.85 0.69 0.74 0.78 0.47 0.97 0.29 0.11 0.99 0.75 0.82 1.13 0.39 0.67 0.40 1.12 1.27 0.40 1.11 0.83 1.33 1.41 0.47 0.88 0.30 0.89 1.25 0.69 0.96 1.18 1.39 1.32 0.70 0.54 0.00 0.51 1.14 1.18 1.14 0.69 1.44 1.00 0.33 0.76 1.35 1.05 1.19 0.86 0.88 0.77 0.73 0.74 0.73 0.35 0.00 1.08 0.00 0.54 0.50 1.01 0.65 1.23 0.58 0.67 0.00 1.16 0.44 0.48 0.95 0.56 1.09 1.26 0.15 1.06 0.00 1.39 0.67 0.74 0.93 0.92 0.84 0.94 0.65 0.89 0.00 1.22 1.05 1.12 0.97 0.61 1.26 GOLDWATER GRANITE REEF 68TH DRINKWATER HAYDEN 68TH 96TH 96TH SCOTTSDALE MILLER INDIAN SCHOOL ROOSEVELT THOMAS INDIAN SCHOOL CAMELBACK OSBORN SHEA CACTUS CAMELBACK OSBORN 0.90 0.89 0.89 0.89 0.89 0.88 0.88 0.87 0.87 0.86 0.63 0.79 0.80 0.60 0.82 0.75 0.62 0.54 0.94 0.95 0.50 0.24 0.97 0.49 0.72 1.16 0.74 0.56 1.37 1.18 0.81 0.23 1.17 0.65 1.36 0.71 0.87 0.33 1.74 1.01 0.86 0.72 1.25 0.97 1.67 0.95 1.02 0.30 1.03 0.86 0.60 0.48 0.83 0.78 1.15 1.00 0.30 0.75 0.86 1.34 0.81 0.50 1.40 0.74 0.65 0.57 1.04 0.34 0.94 0.95 0.22 0.00 1.18 0.80 0.82 0.57 0.64 0.63 0.88 0.90 0.26 0.00 0.97 0.71 0.71 0.61 0.57 0.49 1.15 0.70 0.73 0.51 1.86 0.76 1.06 0.48 0.70 0.55 1.18 0.50 0.80 0.87 1.35 0.96 2.06 0.46 0.67 0.39 1.14 0.47 101 FREEWAY SCOTTSDALE SCOTTSDALE SCOTTSDALE 136TH SCOTTSDALE SCOTTSDALE THOMPSON PEAK HAYDEN 101 FREEWAY RAINTREE CACTUS THOMAS DYNAMITE SHEA LONE MOUNTAIN MCDOWELL FRANK LLOYD WRIGHT INDIAN BEND SHEA 0.85 0.85 0.85 0.84 0.82 0.81 0.80 0.80 0.79 0.78 0.63 0.41 1.12 0.73 0.26 0.55 0.86 0.80 1.05 0.59 0.33 0.91 1.04 0.58 0.25 0.68 1.08 1.03 0.77 0.28 0.82 0.72 1.37 0.84 0.33 0.43 1.14 0.43 0.86 0.61 0.89 0.88 1.07 0.67 0.27 0.86 1.06 1.36 0.99 0.90 1.56 1.08 1.44 0.78 0.27 0.70 1.45 0.43 0.88 0.66 1.00 1.05 1.43 1.35 0.53 0.56 1.07 0.29 1.04 0.54 1.24 1.24 1.25 0.54 0.23 0.35 0.77 0.52 0.52 0.38 1.14 0.97 0.89 0.56 0.14 0.19 1.36 0.39 1.01 0.50 1.68 1.09 1.30 1.19 0.43 0.51 1.21 0.86 1.17 0.63 0.72 1.37 1.62 0.89 0.36 0.74 1.20 0.89 1.12 0.82 VIA LINDA SHEA 0.78 0.32 0.50 0.56 0.57 0.50 0.53 0.55 0.42 0.73 1.22 2024 Traffic Volume and Collision Data Page 221 Scottsdale Traffic Engineering, February 2026 2024-2004 Intersection Collision Rate Comparison, Sorted by Descending 2024 Rate Avg. 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Rates: 2024=0.56 2022=0.51 2020=0.54 2018=0.58 2016=0.65 2014=0.58 2012=0.52 2010=0.48 2008=0.53 2006=0.64 2004=0.66 N/S STREET E/W STREET COL RATE 100TH SCOTTSDALE GREENWAY-HAYDEN 94TH SCOTTSDALE MILLER 96TH HAYDEN THOMPSON PEAK SWEETWATER CHAPARRAL FRANK LLOYD WRIGHT LEGACY MAYO MCDOWELL SWEETWATER MCCORMICK 100TH 24 0.78 0.77 0.76 0.76 0.75 0.75 0.73 0.73 0.73 22 0.51 1.07 0.53 0.31 0.65 0.72 0.56 0.53 0.42 20 0.33 1.09 0.99 0.22 0.55 1.15 0.00 0.40 0.65 18 0.00 1.12 1.32 0.44 0.70 0.78 1.10 0.58 1.02 16 0.25 0.94 1.06 0.51 1.09 1.17 0.51 0.58 0.73 14 1.27 0.53 0.82 0.52 1.20 0.89 0.96 0.68 0.16 12 0.00 0.62 1.14 0.00 0.72 0.43 1.01 0.62 0.25 10 0.50 0.55 0.75 0.29 0.63 0.76 0.42 0.62 0.94 08 0.00 0.90 0.49 0.90 0.00 0.79 1.28 0.15 0.65 06 0.00 0.75 0.93 0.00 0.00 1.15 0.46 0.35 0.09 04 0.00 0.86 1.05 0.00 0.00 0.71 0.42 0.78 0.30 HAYDEN 101 FREEWAY MILLER MILLER SCOTTSDALE HAYDEN PERIMETER 101 FREEWAY 94TH HAYDEN 101 FREEWAY PIMA/PRINCESS OAK INDIAN SCHOOL CAREFREE MCKELLIPS PRINCESS BELL BELL INDIAN SCHOOL 0.73 0.72 0.71 0.71 0.70 0.69 0.69 0.69 0.69 0.67 0.97 0.66 0.15 0.89 0.52 0.75 0.65 0.32 0.49 0.86 0.74 0.83 0.51 0.86 0.40 0.62 0.55 0.92 0.70 0.70 0.69 0.48 0.23 1.01 0.44 0.69 0.33 0.47 0.64 0.85 0.45 0.51 0.39 0.81 0.56 1.03 0.70 0.00 0.55 1.08 0.75 0.61 0.28 0.64 0.78 1.01 0.49 0.60 0.70 1.04 0.00 0.74 0.32 0.86 0.22 0.66 0.27 0.45 0.16 0.76 0.00 0.12 0.58 0.58 0.56 0.56 0.61 0.49 0.45 0.65 0.00 0.25 0.23 1.01 1.01 0.61 0.56 0.82 0.93 0.98 0.00 0.52 0.72 1.19 0.47 1.08 0.74 1.21 0.83 0.95 0.00 0.73 0.23 1.82 0.46 0.85 0.00 0.40 0.00 1.10 70TH HAYDEN 64TH 92ND FRANK LLOYD WRIGHT ALMA SCHOOL 100TH HAYDEN 104TH 132ND SHEA PRINCESS CACTUS THUNDERBIRD SHEA DYNAMITE FRANK LLOYD WRIGHT THOMPSON PEAK SWEETWATER VIA LINDA 0.67 0.67 0.67 0.66 0.66 0.65 0.64 0.63 0.62 0.62 0.49 0.40 0.49 1.05 0.44 0.27 0.00 0.60 0.00 0.36 0.48 0.43 0.38 1.04 0.29 0.47 0.11 0.76 0.00 0.16 0.78 0.70 0.95 0.32 0.78 0.74 0.64 1.28 0.68 0.46 0.62 0.87 0.68 0.33 0.73 0.95 0.93 0.99 0.00 0.00 0.63 0.14 0.48 0.29 0.78 0.21 0.64 0.84 0.00 0.00 0.40 0.00 0.30 0.37 0.68 1.01 0.73 0.68 0.00 0.00 0.51 0.33 0.22 0.33 0.65 0.60 0.45 0.54 0.00 0.00 0.46 0.27 0.40 0.00 0.86 0.67 0.47 0.45 0.00 0.00 0.00 0.47 0.43 0.64 0.80 1.26 1.49 0.29 0.00 0.00 0.00 0.98 0.71 0.00 0.94 0.45 0.66 0.24 0.00 0.00 HAYDEN 96TH 94TH PIMA 68TH SCOTTSDALE PIMA HAYDEN SCOTTSDALE 100TH CACTUS MOUNTAIN VIEW SWEETWATER DYNAMITE CHAPARRAL FRANK LLOYD WRIGHT HAPPY VALLEY SHEA MCDONALD CACTUS 0.61 0.60 0.60 0.60 0.60 0.59 0.59 0.59 0.59 0.58 0.78 0.35 0.40 0.43 0.47 0.65 0.37 0.40 0.49 0.32 0.85 0.82 0.08 1.01 0.27 0.63 0.30 0.48 0.78 0.50 0.63 0.45 0.35 0.62 0.96 0.72 0.44 0.80 0.65 0.59 0.64 0.47 0.28 0.82 0.71 0.72 0.34 0.92 0.71 0.93 0.95 0.20 0.46 1.09 0.29 0.73 0.29 0.65 0.87 0.83 0.89 0.61 0.56 0.58 0.00 0.74 0.29 0.71 0.77 0.64 0.69 0.20 0.18 0.79 0.31 0.56 0.13 0.71 0.45 1.14 0.51 0.17 0.80 0.54 0.55 0.61 0.39 0.62 0.80 0.40 0.59 0.57 0.50 1.06 0.27 1.06 0.19 1.25 1.15 0.00 1.56 0.91 0.22 0.81 0.71 1.09 0.29 1.11 1.33 0.00 THOMPSON PEAK SCOTTSDALE SCOTTSDALE MILLER SCOTTSDALE FRANK LLOYD WRIGHT HAYDEN SCOTTSDALE 68TH 64TH BELL PRINCESS LINCOLN ROOSEVELT GREENWAY-HAYDEN CACTUS ROOSEVELT INDIAN BEND OAK INDIAN SCHOOL 0.57 0.56 0.56 0.55 0.55 0.54 0.54 0.52 0.52 0.51 1.17 0.78 0.37 0.44 0.45 0.31 0.40 0.60 0.10 0.73 1.02 0.81 0.56 0.32 0.65 0.37 0.89 0.81 0.21 0.79 1.04 0.48 0.65 0.48 0.80 0.45 0.95 0.58 0.22 1.44 1.40 0.73 0.98 0.64 0.65 0.48 0.98 0.66 0.23 0.61 0.75 0.83 0.92 0.00 0.66 0.75 0.42 0.68 0.00 0.79 0.15 0.82 0.51 0.31 0.00 0.90 0.37 1.32 0.26 0.41 1.43 0.34 0.67 0.58 0.00 0.72 0.70 0.73 0.28 1.02 0.80 0.79 0.66 0.00 0.00 0.61 0.72 0.45 0.85 0.96 1.34 0.50 0.74 1.00 0.00 0.74 0.76 1.19 0.23 0.95 0.28 0.41 0.68 1.21 0.00 0.51 0.57 1.16 0.45 0.72 90TH VIA LINDA MOUNTAIN VIEW MOUNTAIN VIEW 0.51 0.51 0.28 0.17 0.77 0.54 0.43 0.29 1.43 0.73 1.26 0.00 0.91 0.35 0.55 0.11 0.74 0.68 0.31 0.59 0.48 1.03 2024 Traffic Volume and Collision Data Page 222 Scottsdale Traffic Engineering, February 2026 2024-2004 Intersection Collision Rate Comparison, Sorted by Descending 2024 Rate Avg. Int. Col. Rates: 2024=0.56 2022=0.51 2020=0.54 2018=0.58 2016=0.65 2014=0.58 2012=0.52 2010=0.48 2008=0.53 2006=0.64 2004=0.66 N/S STREET E/W STREET COL RATE SCOTTSDALE PIMA THOMPSON PEAK HAYDEN 124TH GRANITE REEF SCOTTSDALE FRANK LLOYD WRIGHT OAK PINNACLE PEAK RAINTREE VIA LINDA VIA LINDA CHAPARRAL BUTHERUS RAINTREE 24 0.50 0.50 0.50 0.50 0.48 0.48 0.47 0.46 22 0.97 0.85 0.96 0.80 0.42 0.55 0.35 0.36 20 0.48 0.62 0.79 0.35 0.43 0.22 0.23 0.51 18 0.44 0.55 0.87 0.25 0.24 0.59 0.33 0.63 16 0.44 0.45 1.24 0.36 0.58 0.86 0.53 0.49 14 0.71 0.29 0.76 0.37 0.31 0.75 0.25 0.52 12 0.65 0.97 0.95 0.43 0.38 0.55 0.53 0.38 10 0.38 0.58 0.65 0.09 0.46 0.55 0.36 0.37 08 0.46 0.93 0.52 0.46 0.45 0.66 0.87 0.17 06 0.44 0.62 0.80 0.38 0.77 0.73 0.56 0.30 04 0.18 0.59 1.50 0.28 0.48 0.60 0.64 0.40 94TH 60TH SCOTTSDALE 96TH 92ND/100TH PIMA 64TH 92ND 94TH 124TH CACTUS THOMAS ASHLER HILLS THUNDERBIRD FRANK LLOYD WRIGHT THOMPSON PEAK OSBORN MOUNTAIN VIEW THUNDERBIRD SHEA 0.46 0.46 0.46 0.46 0.45 0.45 0.43 0.43 0.43 0.42 0.51 0.68 0.11 0.50 0.47 0.40 0.84 0.43 0.26 0.64 0.69 0.39 0.42 0.27 0.62 0.39 0.76 0.00 0.86 0.57 0.34 0.26 0.68 0.41 0.35 0.35 0.82 0.19 0.68 0.60 0.66 0.67 0.43 0.20 0.36 0.65 1.40 0.61 0.35 0.41 0.87 0.57 0.11 1.26 0.40 0.44 0.68 0.13 0.49 0.65 0.31 0.33 0.48 0.45 0.23 0.42 0.00 0.63 0.31 0.52 0.43 0.42 0.22 0.42 0.15 0.25 0.00 0.84 0.45 0.50 1.03 0.58 0.30 0.84 0.35 0.32 0.00 0.51 0.16 0.62 0.70 0.93 0.00 0.44 0.36 0.91 0.00 0.13 0.43 0.49 0.63 0.20 0.00 0.49 0.28 0.62 0.00 0.82 0.64 0.78 PERIMETER 64TH 68TH ALMA SCHOOL 90TH/REDFIELD PIMA HAYDEN HAYDEN 56TH PIMA BELL OAK MCDOWELL HAPPY VALLEY RAINTREE INDIAN BEND VIA DE VENTURA MOUNTAIN VIEW DYNAMITE MCDONALD 0.42 0.42 0.41 0.41 0.41 0.40 0.39 0.39 0.38 0.38 0.42 0.41 0.62 0.51 0.36 0.30 0.42 0.55 0.28 0.47 0.61 0.00 0.16 0.25 0.36 0.36 0.66 0.25 0.00 0.32 0.64 0.22 0.65 0.40 0.57 0.35 0.51 0.53 0.18 0.36 0.32 0.21 0.71 0.08 0.60 0.74 0.68 0.41 0.30 0.57 0.58 0.56 0.82 0.71 0.69 0.76 0.55 0.39 0.00 0.35 0.00 0.18 0.71 0.73 0.53 0.42 0.44 0.09 0.20 0.48 0.00 0.15 0.69 0.56 0.43 0.00 0.35 0.70 0.20 0.29 0.00 0.61 0.75 0.17 0.34 0.26 0.64 0.45 0.00 0.36 0.00 0.48 0.82 0.50 0.69 0.32 0.36 0.40 0.00 0.25 0.00 0.32 1.15 0.50 0.60 0.56 0.66 0.34 0.00 0.66 PIMA SCOTTSDALE 64TH GRANITE REEF SCOTTSDALE NORTHSIGHT MILLER HAYDEN HAYDEN PIMA THOMAS SWEETWATER CAMELBACK INDIAN SCHOOL JOMAX RAINTREE PINNACLE PEAK CHAPARRAL OAK MCDOWELL 0.37 0.37 0.37 0.37 0.36 0.35 0.35 0.35 0.34 0.34 0.42 0.43 0.27 0.26 0.25 0.50 0.19 0.52 0.76 0.11 0.28 0.30 0.50 0.63 0.28 0.75 0.38 0.47 0.72 0.41 0.78 0.28 0.28 0.75 0.29 1.21 0.44 0.84 0.50 0.36 0.84 0.37 0.37 0.72 0.42 1.15 0.48 0.95 0.47 0.19 0.19 0.35 0.69 0.27 0.35 0.60 0.50 0.75 0.51 0.00 0.73 0.26 0.00 0.42 0.51 0.24 0.24 1.47 0.20 0.18 0.37 0.25 0.08 0.35 0.09 0.62 0.13 0.70 0.09 0.00 0.96 0.54 0.20 0.28 0.25 0.96 0.22 1.46 0.25 0.25 1.36 0.35 0.14 0.39 0.40 0.73 0.78 1.06 0.34 0.15 1.06 0.66 0.37 0.28 0.70 0.22 0.31 0.81 0.64 0.39 MILLER SCOTTSDALE SCOTTSDALE SCOTTSDALE 96TH 101 FREEWAY PIMA 64TH 68TH 92ND WILLIAMS MCCORMICK THUNDERBIRD THOMPSON PEAK VIA LINDA CACTUS JOMAX SHEA INDIAN SCHOOL RAINTREE 0.33 0.33 0.33 0.33 0.32 0.32 0.32 0.32 0.32 0.32 0.54 0.34 0.23 0.28 0.25 0.47 0.41 0.22 0.38 0.13 0.20 0.26 0.46 0.17 0.12 0.44 0.41 0.29 0.65 0.41 0.24 0.30 0.64 0.34 0.54 0.52 0.19 0.21 0.97 0.23 0.17 0.36 0.69 0.60 0.22 0.48 0.22 0.67 0.56 0.26 0.18 0.26 0.89 0.73 0.82 0.36 0.00 0.34 0.64 0.24 0.38 0.22 1.18 0.34 0.34 0.52 0.00 0.42 0.48 0.12 0.38 0.25 0.81 0.27 0.47 0.38 0.00 0.59 0.53 0.22 0.00 0.54 0.97 0.57 0.20 0.49 0.00 0.19 0.53 0.00 0.00 0.27 0.58 0.50 0.10 0.38 0.00 0.20 0.56 0.12 0.00 0.26 0.65 0.41 0.20 0.28 0.00 0.50 0.70 1.03 SCOTTSDALE PIMA HAYDEN DOUBLETREE LONE MOUNTAIN BELL 0.31 0.30 0.30 0.44 0.23 0.45 0.34 0.14 0.40 0.59 0.26 0.31 0.97 0.93 0.28 0.38 0.00 0.41 0.49 0.00 0.38 0.47 0.00 0.32 0.51 0.00 0.29 0.69 0.63 0.00 0.74 0.18 0.00 2024 Traffic Volume and Collision Data Page 223 Scottsdale Traffic Engineering, February 2026 2024-2004 Intersection Collision Rate Comparison, Sorted by Descending 2024 Rate Avg. Int. Col. Rates: 2024=0.56 2022=0.51 2020=0.54 2018=0.58 2016=0.65 2014=0.58 2012=0.52 2010=0.48 2008=0.53 2006=0.64 2004=0.66 N/S STREET E/W STREET COL RATE GRANITE REEF 60TH PIMA 64TH SCOTTSDALE GRANITE REEF THOMPSON PEAK MCDONALD CAREFREE LEGACY DYNAMITE GRAYHAWK MCDOWELL LEGACY 24 0.28 0.27 0.26 0.25 0.25 0.25 0.24 22 0.57 0.47 0.34 0.12 0.26 1.46 0.44 20 0.83 0.45 0.50 0.23 0.33 0.38 0.00 18 0.90 0.26 0.63 0.48 0.43 0.41 0.30 16 1.44 0.15 0.47 0.00 0.72 1.03 0.38 14 1.08 0.47 0.26 0.28 0.24 0.92 0.31 12 0.98 0.32 0.29 0.25 0.07 0.78 0.57 10 0.54 0.49 0.36 0.00 0.19 0.63 0.00 08 0.44 0.29 0.41 0.22 0.09 0.49 0.90 06 0.74 0.43 0.07 0.24 0.33 0.52 0.00 04 1.10 0.00 0.11 0.52 0.19 0.24 0.00 SCOTTSDALE MILLER SCOTTSDALE 84TH GRANITE REEF 98TH MILLER HAYDEN SCOTTSDALE HAYDEN WESTLAND CHAPARRAL ROOSEVELT CACTUS THOMAS BELL DEER VALLEY REDFIELD CHOLLA GRAYHAWK 0.24 0.24 0.24 0.23 0.23 0.23 0.23 0.23 0.22 0.20 0.34 0.23 0.21 0.16 0.20 0.26 0.19 0.28 0.13 0.15 0.34 0.50 0.42 0.04 0.43 0.12 0.27 0.36 0.18 0.16 0.17 0.79 0.55 0.11 0.24 0.41 0.06 0.16 0.25 0.27 0.53 0.70 0.44 0.31 0.42 0.09 0.08 0.17 0.20 0.28 0.42 0.25 0.36 0.47 0.11 0.36 0.00 0.25 0.59 0.14 0.10 1.33 0.59 0.32 0.10 0.38 0.17 0.60 0.42 0.00 0.40 0.22 0.29 0.00 0.17 0.00 0.00 0.43 0.23 0.61 0.31 0.68 0.48 0.00 0.27 0.38 0.00 0.31 0.08 0.51 0.00 0.55 0.61 0.00 0.53 0.87 0.00 0.47 0.11 0.46 0.00 0.83 0.13 0.00 0.43 0.00 0.00 1.01 0.18 0.43 104TH THOMPSON PEAK SCOTTSDALE PIMA PIMA SCOTTSDALE SCOTTSDALE PIMA SCOTTSDALE THOMPSON PEAK CACTUS MCDOWELL MTN RANCH DIXILETA INDIAN SCHOOL CHAPARRAL DEER VALLEY WILLIAMS HUALAPAI HAPPY VALLEY WINDGATE PASS 0.20 0.20 0.19 0.19 0.18 0.17 0.14 0.12 0.11 0.11 0.68 0.41 0.19 0.34 0.36 0.07 0.06 0.12 0.27 0.27 0.94 0.61 0.38 0.33 0.43 0.11 0.29 0.04 0.11 0.14 0.17 0.32 0.40 0.53 0.27 0.14 0.26 0.07 0.26 0.00 0.62 0.55 0.45 0.77 0.54 0.22 0.38 0.20 0.25 0.31 0.40 1.12 0.50 0.69 0.70 0.08 0.29 0.16 0.43 0.20 0.00 0.50 0.20 0.39 0.46 0.14 0.07 0.08 0.00 0.25 0.00 0.33 0.57 0.22 0.60 0.22 0.14 0.00 0.00 0.46 1.47 0.00 0.19 0.42 0.67 0.00 0.00 0.19 0.00 0.44 1.40 0.00 0.36 0.52 0.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.93 0.39 0.65 0.00 0.00 0.00 0.00 0.00 SCOTTSDALE 130TH THOMPSON PEAK FRANK LLOYD WRIGHT 64TH 56TH VIA LINDA 92ND PIMA 76TH MCKELLIPS SHEA HORSESHOE CANYON THUNDERBIRD MCDOWELL THOMAS VIA DE VENTURA CHOLLA DIXILETA REDFIELD 0.10 0.10 0.10 0.10 0.09 0.09 0.09 0.08 0.08 0.08 0.08 0.14 0.13 0.42 0.17 0.09 0.14 0.22 0.09 0.17 0.18 0.25 0.00 0.29 0.21 0.04 0.00 0.53 0.18 0.09 0.06 0.28 0.00 0.19 0.23 0.07 0.22 0.16 0.07 0.68 0.00 0.37 0.00 0.35 0.09 0.09 0.53 0.45 0.09 0.50 0.00 0.08 0.21 0.28 0.13 0.27 0.30 0.35 0.17 0.27 0.00 0.08 0.00 0.10 0.12 0.17 0.15 0.56 0.00 0.15 0.00 0.36 0.00 0.19 0.18 0.00 0.45 0.53 0.00 0.31 0.06 0.32 0.27 0.09 0.16 0.30 0.12 0.96 0.00 0.00 0.10 0.32 0.00 0.65 0.22 0.07 0.25 0.14 0.00 0.00 0.11 0.50 0.00 0.33 0.22 0.23 0.25 0.16 0.00 0.00 PIMA 56TH HAYDEN SCOTTSDALE 56TH 60TH 64TH 68TH GRANITE REEF GRANITE REEF WESTLAND CAREFREE SWEETWATER PARADISE OAK OAK CHOLLA CONTINENTAL OSBORN CAMELBACK 0.08 0.07 0.06 0.03 0.00 0.00 0.00 0.00 0.00 0.00 0.09 0.00 0.06 0.35 0.00 0.00 0.29 0.00 0.00 0.00 0.09 0.16 0.00 0.21 0.00 0.00 0.30 0.26 1.71 0.00 0.27 0.28 0.17 0.33 0.00 0.86 0.00 0.00 0.38 0.00 0.17 0.00 0.12 0.24 0.34 0.47 0.00 0.00 0.38 1.37 0.83 0.17 0.00 0.21 0.00 0.00 0.00 0.00 0.00 0.88 0.00 0.00 0.00 0.27 0.00 0.00 0.41 0.00 0.00 0.84 0.19 0.00 0.00 0.44 0.00 1.05 0.33 0.00 0.00 0.42 0.15 0.30 0.00 0.47 0.00 0.00 0.00 0.27 0.00 0.37 0.18 0.00 0.00 0.58 0.00 0.00 0.00 0.00 0.00 0.35 0.70 0.00 0.00 0.55 0.00 0.00 0.00 0.00 1.40 0.34 96TH 117TH CHOLLA MOUNTAIN VIEW 0.00 0.00 0.57 0.00 0.33 0.00 0.30 0.00 0.30 0.38 0.29 0.00 0.36 0.00 0.00 0.74 0.31 0.00 0.00 0.00 1.03 0.00 2024 Traffic Volume and Collision Data Page 224 Scottsdale Traffic Engineering, February 2026 2024-2004 Intersection Collision Rate Comparison, Sorted by Descending 2024 Rate Avg. Int. Col. Rates: 2024=0.56 2022=0.51 2020=0.54 2018=0.58 2016=0.65 2014=0.58 2012=0.52 2010=0.48 2008=0.53 2006=0.64 2004=0.66 N/S STREET 104TH 117TH E/W STREET SWEETWATER MOUNTAIN VIEW 2024 Traffic Volume and Collision Data COL RATE 24 0.62 0.00 22 0.00 0.00 20 0.00 0.00 Page 225 18 0.68 0.00 16 0.00 0.38 14 0.00 0.00 12 0.00 0.00 10 0.00 0.74 08 0.00 0.00 06 0.00 0.00 04 0.00 0.00 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 226 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data Volume Data 2024-2022 Intersection Traffic Volume Comparison 2024-2022 Volume Comparison, Sorted by Location 2024 Traffic Volume and Collision Data Page 227 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Traffic Volume Comparison, Sorted by Location N/S STREET E/W STREET 24 22 VOLUME VOLUME 56TH 56TH OAK THOMAS 4,300 30,700 4,300 30,600 0% 0% 56TH 56TH DYNAMITE CAREFREE 14,400 18,600 14,800 19,400 -3% -4% 60TH 60TH OAK THOMAS 2,600 20,800 2,300 20,200 13% 3% 60TH CAREFREE 20,300 14,500 40% 64TH 64TH 64TH 64TH 64TH 64TH 64TH 64TH 64TH MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK SHEA CHOLLA CACTUS 44,000 16,400 45,100* 19,100 32,200* 33,200 47,600 9,900 36,900 57,200 20,000 41,700 17,900 33,800 35,100 49,300 4,700 33,700 -23% -18% 8% 7% -5% -5% -3% 111% 9% 64TH DYNAMITE 10,800 11,800 -8% 68TH 68TH 68TH 68TH 68TH 68TH 68TH 68TH CONTINENTAL MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 9,900 36,500 10,500 37,000 15,500* 43,400 40,200 9,200 9,100 35,400 13,200 37,800 16,400 50,200 33,100 8,700 9% 3% -20% -2% -5% -14% 21% 6% 70TH SHEA 44,900 52,900 -15% GOLDWATER GOLDWATER INDIAN SCHOOL CAMELBACK 38,000 41,400 41,100 45,400 -8% -9% SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD LINCOLN INDIAN BEND MCCORMICK DOUBLETREE MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER 39,400 34,400* 66,400 35,300 64,500 23,000 42,600* 52,100 50,000 56,100 59,000 54,900 41,900 52,700 41,800 72,900 43,000 77,300 43,900 50,500 32,100 54,400 31,100 53,800 33,600 45,700 42,300 41,000 53,500 66,100 50,300 40,300 49,900 46,900 70,400 43,000 77,300 48,000 -22% 7% 22% 14% 20% -32% -7% 23% 22% 5% -11% 9% 4% 6% -11% 4% 0% 0% -9% % CHANGE *Estimated Volume 2024 Traffic Volume and Collision Data Page 227 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Traffic Volume Comparison, Sorted by Location N/S STREET E/W STREET 24 22 VOLUME VOLUME SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE THUNDERBIRD BUTHERUS GREENWAY-HAYDEN PARADISE FRANK LLOYD WRIGHT PRINCESS MAYO 101 FREEWAY THOMPSON PEAK GRAYHAWK DEER VALLEY WILLIAMS PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN ASHLER HILLS WESTLAND CAREFREE 62,900 49,800 47,700 42,700 72,000 44,100 51,100 66,500* 46,200 37,900 40,000 38,000 44,200 37,500 34,400 40,800 29,000 32,300 26,800 28,400 23,600 60,700 55,400 45,700 39,300 71,700 48,900 52,900 63,600 39,700 37,200 38,000 23,600 53,000 35,900 33,100 37,600 29,000 32,300 25,400 24,100 23,700 4% -10% 4% 9% 0% -10% -3% 5% 16% 2% 5% 61% -17% 4% 4% 9% 0% 0% 6% 18% 0% DRINKWATER DRINKWATER OSBORN INDIAN SCHOOL 16,300 35,500* 14,700 39,000 11% -9% MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL 15,400 7,500 40,200 7,700* 36,400 17,500* 40,800 30,400* 22,800 17,600 9,300 36,300 8,900 41,300 20,200 49,100 31,700 23,900 -13% -19% 11% -13% -12% -13% -17% -4% -5% MILLER MILLER MILLER DEER VALLEY WILLIAMS PINNACLE PEAK 18,200 16,500 23,600 14,700 12,800 21,400 24% 29% 10% 76TH REDFIELD 16,900* 16,300 4% HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN MCKELLIPS ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD INDIAN BEND MCCORMICK VIA DE VENTURA VIA LINDA MOUNTAIN VIEW 41,400 27,800* 57,800 28,100* 58,000 25,800 59,000 38,600 47,200* 53,300 48,800 35,600* 45,300 30,100 38,600 36,300 27,200 43,400 27,200 62,800 28,100 58,900 52,100 50,400 59,400 41,800 33,300 42,500 17,100 20,100 14% 2% 33% 3% -8% -8% 0% -26% -6% -10% 17% 7% 7% 76% 92% % CHANGE *Estimated Volume 2024 Traffic Volume and Collision Data Page 228 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Traffic Volume Comparison, Sorted by Location N/S STREET E/W STREET 24 22 VOLUME VOLUME HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN SHEA CACTUS SWEETWATER REDFIELD RAINTREE NORTHSIGHT FRANK LLOYD WRIGHT 67,700 58,800 22,300 30,400 27,700* 40,200 56,700 68,800 56,200 21,800 29,000 26,700 33,500 49,500 -2% 5% 2% 5% 4% 20% 15% GREENWAY-HAYDEN FRANK LLOYD WRIGHT 68,300 61,700 11% HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN BELL PRINCESS 101 FREEWAY THOMPSON PEAK GRAYHAWK 23,000 26,600 41,300* 36,700 20,200 24,200 20,400 35,300 34,100 18,200 -5% 30% 17% 8% 11% GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF ROOSEVELT MCDOWELL OAK THOMAS OSBORN INDIAN SCHOOL CAMELBACK CHAPARRAL MCDONALD 4,600 33,100 4,400 29,500 2,500* 40,700 5,600* 25,700* 29,000* 5,200 24,400 4,800 27,800 2,500 41,800 5,500 24,800 28,600 -12% 36% -8% 6% 0% -3% 2% 4% 1% 84TH CACTUS 29,400 33,500 -12% PERIMETER PERIMETER PRINCESS BELL 11,900 13,000 10,600 9,800 12% 33% NORTHSIGHT RAINTREE 39,300 33,100 19% PIMA PIMA PIMA PIMA PIMA PIMA PIMA MCDOWELL THOMAS INDIAN SCHOOL CHAPARRAL MCDONALD INDIAN BEND VIA DE VENTURA 28,300* 47,500* 43,800* 38,800* 36,300* 31,100 34,200 25,200 42,400 44,300 34,600 32,400 22,600 33,400 12% 12% -1% 12% 12% 38% 2% PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA LEGACY HUALAPAI THOMPSON PEAK PINNACLE PEAK HAPPY VALLEY JOMAX DYNAMITE DIXILETA LONE MOUNTAIN WESTLAND STAGECOACH 42,000 34,200 49,000 54,400 46,600 25,700 39,000 16,800 18,200 17,600 12,200 48,700 35,600 47,600 48,300 40,600 23,200 35,200 15,200 18,200 15,000 11,100 -14% -4% 3% 13% 15% 11% 11% 11% 0% 17% 10% 101 FREEWAY 101 FREEWAY 101 FREEWAY SHEA CACTUS RAINTREE 89,500* 42,600* 61,000* 86,100 40,600 58,800 4% 5% 4% % CHANGE *Estimated Volume 2024 Traffic Volume and Collision Data Page 229 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Traffic Volume Comparison, Sorted by Location N/S STREET E/W STREET 24 22 VOLUME VOLUME 101 FREEWAY 101 FREEWAY 101 FREEWAY FRANK LLOYD WRIGHT BELL PIMA/PRINCESS 59,700* 35,800* 62,900* 58,800 33,800 55,700 2% 6% 13% 90TH 90TH 90TH 90TH VIA LINDA MOUNTAIN VIEW SHEA THUNDERBIRD 47,300 29,700 63,200 8,700 46,300 34,700 69,900 7,700 2% -14% -10% 13% 90TH/REDFIELD RAINTREE 26,900* 27,000 0% 92ND 92ND 92ND MOUNTAIN VIEW SHEA CHOLLA 19,100 67,900 16,300 16,100 61,800 18,700 19% 10% -13% 92ND 92ND 92ND/100TH THUNDERBIRD RAINTREE FRANK LLOYD WRIGHT 10,300 21,700 36,700* 6,500 21,400 34,900 58% 1% 5% 94TH 94TH 94TH THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK CACTUS SWEETWATER THUNDERBIRD RAINTREE FRANK LLOYD WRIGHT 100TH MCDOWELL MTN RANCH BELL LEGACY HORSESHOE CANYON WINDGATE PASS 29,600 16,000 19,300 32,700 49,600 35,600 41,500* 24,100 22,600* 14,000 13,000 29,400 13,800 15,800 25,700 46,400 26,200 33,200 18,700 18,600 10,400 10,000 1% 16% 22% 27% 7% 36% 25% 29% 22% 35% 30% 94TH 94TH BELL LEGACY 23,900* 12,600 16,800 13,200 42% -5% 96TH 96TH 96TH 96TH 96TH 96TH 96TH VIA LINDA MOUNTAIN VIEW SHEA CHOLLA CACTUS SWEETWATER THUNDERBIRD 25,400 13,700 48,300 8,800 17,300 5,600 6,000 22,300 11,600 51,000 7,200 15,200 4,900 5,500 14% 18% -5% 22% 14% 14% 9% 98TH BELL 11,900 20,900 -43% 100TH 100TH 100TH CACTUS SWEETWATER FRANK LLOYD WRIGHT 9,400 5,300 27,800 8,600 5,400 36,000 9% -2% -23% VIA LINDA VIA LINDA VIA LINDA VIA DE VENTURA MOUNTAIN VIEW SHEA 15,800 24,300 49,300 9,800 32,800 47,600 61% -26% 4% 104TH 104TH CACTUS SWEETWATER 6,900 2,200 6,000 2,100 15% 5% ALMA SCHOOL HAPPY VALLEY 16,800* 16,000 5% % CHANGE *Estimated Volume 2024 Traffic Volume and Collision Data Page 230 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Traffic Volume Comparison, Sorted by Location N/S STREET E/W STREET 24 22 VOLUME VOLUME ALMA SCHOOL DYNAMITE 21,200* 20,200 5% FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT SHEA VIA LINDA CACTUS THUNDERBIRD RAINTREE 51,900 40,500 32,700 28,800 29,500 43,100 36,700 31,100 29,100 30,500 20% 10% 5% -1% -3% 117TH MOUNTAIN VIEW 3,700 3,000 23% 124TH 124TH SHEA VIA LINDA 42,100 17,100 45,000 16,400 -6% 4% 130TH SHEA 41,700 38,800 7% 132ND VIA LINDA 8,800 7,700 14% 136TH 136TH SHEA VIA LINDA 29,900 8,300 36,500 7,800 -18% 6% % CHANGE *Estimated Volume 2024 Traffic Volume and Collision Data Page 231 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 232 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024-2022 Intersection Traffic Volume Comparison 2024-2022 Volume Comparison, Sorted by Descending Percent Change 2024 Traffic Volume and Collision Data Page 233 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Traffic Volume Comparison, Sorted by Descending Percent Change N/S STREET E/W STREET 24 22 VOLUME VOLUME 64TH HAYDEN HAYDEN VIA LINDA SCOTTSDALE 92ND 94TH 60TH PIMA THOMPSON PEAK CHOLLA MOUNTAIN VIEW VIA LINDA VIA DE VENTURA WILLIAMS THUNDERBIRD BELL CAREFREE INDIAN BEND 100TH 9,900 38,600 30,100 15,800 38,000 10,300 23,900* 20,300 31,100 35,600 GRANITE REEF THOMPSON PEAK HAYDEN PERIMETER HAYDEN THOMPSON PEAK MILLER THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK MCDOWELL HORSESHOE CANYON MCDOWELL BELL PRINCESS WINDGATE PASS WILLIAMS BELL RAINTREE MCDOWELL MTN RANCH MILLER 117TH SCOTTSDALE 96TH 94TH SCOTTSDALE SCOTTSDALE THOMPSON PEAK 68TH FRANK LLOYD WRIGHT % CHANGE RANK 4,700 20,100 17,100 9,800 23,600 6,500 16,800 14,500 22,600 26,200 111% 92% 76% 61% 61% 58% 42% 40% 38% 36% 1 2 3 4 5 6 7 8 9 10 33,100 14,000 57,800 13,000 26,600 13,000 16,500 24,100 32,700 41,500* 24,400 10,400 43,400 9,800 20,400 10,000 12,800 18,700 25,700 33,200 36% 35% 33% 33% 30% 30% 29% 29% 27% 25% 11 12 13 14 15 16 17 18 19 20 DEER VALLEY MOUNTAIN VIEW CAMELBACK CHOLLA THUNDERBIRD MCDOWELL CHAPARRAL LEGACY CAMELBACK SHEA 18,200 3,700 52,100 8,800 19,300 66,400 50,000 22,600* 40,200 51,900 14,700 3,000 42,300 7,200 15,800 54,400 41,000 18,600 33,100 43,100 24% 23% 23% 22% 22% 22% 22% 22% 21% 20% 21 22 23 24 25 26 27 28 29 30 HAYDEN SCOTTSDALE NORTHSIGHT 92ND 96TH SCOTTSDALE PIMA HAYDEN HAYDEN SCOTTSDALE NORTHSIGHT THOMAS RAINTREE MOUNTAIN VIEW MOUNTAIN VIEW WESTLAND WESTLAND 101 FREEWAY INDIAN BEND THOMPSON PEAK 40,200 64,500 39,300 19,100 13,700 28,400 17,600 41,300* 48,800 46,200 33,500 53,800 33,100 16,100 11,600 24,100 15,000 35,300 41,800 39,700 20% 20% 19% 19% 18% 18% 17% 17% 17% 16% 31 32 33 34 35 36 37 38 39 40 94TH 104TH PIMA HAYDEN 96TH 132ND HAYDEN 96TH 96TH SCOTTSDALE SWEETWATER CACTUS HAPPY VALLEY FRANK LLOYD WRIGHT SWEETWATER VIA LINDA MCKELLIPS VIA LINDA CACTUS OAK 16,000 6,900 46,600 56,700 5,600 8,800 41,400 25,400 17,300 35,300 13,800 6,000 40,600 49,500 4,900 7,700 36,300 22,300 15,200 31,100 16% 15% 15% 15% 14% 14% 14% 14% 14% 14% 41 42 43 44 45 46 47 48 49 50 2024 Traffic Volume and Collision Data Page 234 *Estimated Volume Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Traffic Volume Comparison, Sorted by Descending Percent Change N/S STREET E/W STREET 24 22 VOLUME VOLUME 60TH 90TH 101 FREEWAY PIMA PIMA PERIMETER PIMA PIMA PIMA HAYDEN OAK THUNDERBIRD PIMA/PRINCESS PINNACLE PEAK MCDOWELL PRINCESS CHAPARRAL MCDONALD THOMAS GRAYHAWK 2,600 8,700 62,900* 54,400 28,300* 11,900 38,800* 36,300* 47,500* 20,200 DRINKWATER PIMA PIMA MILLER GREENWAY-HAYDEN PIMA FRANK LLOYD WRIGHT MILLER PIMA 92ND OSBORN DYNAMITE JOMAX MCDOWELL FRANK LLOYD WRIGHT DIXILETA VIA LINDA PINNACLE PEAK STAGECOACH SHEA 64TH 100TH SCOTTSDALE 96TH 68TH SCOTTSDALE SCOTTSDALE 64TH HAYDEN 130TH % CHANGE RANK 2,300 7,700 55,700 48,300 25,200 10,600 34,600 32,400 42,400 18,200 13% 13% 13% 13% 12% 12% 12% 12% 12% 11% 51 52 53 54 55 56 57 58 59 60 16,300 39,000 25,700 40,200 68,300 16,800 40,500 23,600 12,200 67,900 14,700 35,200 23,200 36,300 61,700 15,200 36,700 21,400 11,100 61,800 11% 11% 11% 11% 11% 11% 10% 10% 10% 10% 61 62 63 64 65 66 67 68 69 70 CACTUS CACTUS INDIAN BEND THUNDERBIRD CONTINENTAL PARADISE DYNAMITE THOMAS THOMPSON PEAK SHEA 36,900 9,400 54,900 6,000 9,900 42,700 40,800 45,100* 36,700 41,700 33,700 8,600 50,300 5,500 9,100 39,300 37,600 41,700 34,100 38,800 9% 9% 9% 9% 9% 9% 9% 8% 8% 7% 71 72 73 74 75 76 77 78 79 80 SCOTTSDALE HAYDEN THOMPSON PEAK 64TH HAYDEN 136TH GRANITE REEF 101 FREEWAY 68TH SCOTTSDALE ROOSEVELT MCCORMICK FRANK LLOYD WRIGHT OSBORN VIA DE VENTURA VIA LINDA THOMAS BELL CHAPARRAL DOUBLETREE 34,400* 35,600* 49,600 19,100 45,300 8,300 29,500 35,800* 9,200 52,700 32,100 33,300 46,400 17,900 42,500 7,800 27,800 33,800 8,700 49,900 7% 7% 7% 7% 7% 6% 6% 6% 6% 6% 81 82 83 84 85 86 87 88 89 90 SCOTTSDALE SCOTTSDALE 92ND/100TH FRANK LLOYD WRIGHT ALMA SCHOOL ALMA SCHOOL 101 FREEWAY SCOTTSDALE HAYDEN ASHLER HILLS DEER VALLEY FRANK LLOYD WRIGHT CACTUS HAPPY VALLEY DYNAMITE CACTUS MCDONALD REDFIELD 26,800 40,000 36,700* 32,700 16,800* 21,200* 42,600* 56,100 30,400 25,400 38,000 34,900 31,100 16,000 20,200 40,600 53,500 29,000 6% 5% 5% 5% 5% 5% 5% 5% 5% 91 92 93 94 95 96 97 98 99 2024 Traffic Volume and Collision Data Page 235 *Estimated Volume Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Traffic Volume Comparison, Sorted by Descending Percent Change 24 22 VOLUME VOLUME % CHANGE RANK 2,100 5% 100 58,800 66,500* 37,500 47,700 17,100 41,900 89,500* 34,400 27,700* 61,000* 56,200 63,600 35,900 45,700 16,400 40,300 86,100 33,100 26,700 58,800 5% 5% 4% 4% 4% 4% 4% 4% 4% 4% 101 102 103 104 105 106 107 108 109 110 REDFIELD CHAPARRAL THUNDERBIRD SHEA SHEA OAK MCDOWELL THOMAS THOMPSON PEAK VIA DE VENTURA 16,900* 25,700* 62,900 49,300 72,900 28,100* 36,500 20,800 49,000 34,200 16,300 24,800 60,700 47,600 70,400 27,200 35,400 20,200 47,600 33,400 4% 4% 4% 4% 4% 3% 3% 3% 3% 2% 111 112 113 114 115 116 117 118 119 120 HAYDEN HAYDEN 90TH SCOTTSDALE GRANITE REEF 101 FREEWAY 92ND GRANITE REEF 94TH SCOTTSDALE SWEETWATER ROOSEVELT VIA LINDA GRAYHAWK CAMELBACK FRANK LLOYD WRIGHT RAINTREE MCDONALD CACTUS FRANK LLOYD WRIGHT 22,300 27,800* 47,300 37,900 5,600* 59,700* 21,700 29,000* 29,600 72,000 21,800 27,200 46,300 37,200 5,500 58,800 21,400 28,600 29,400 71,700 2% 2% 2% 2% 2% 2% 1% 1% 1% 0% 121 122 123 124 125 126 127 128 129 130 56TH HAYDEN 56TH SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE GRANITE REEF PIMA 90TH/REDFIELD THOMAS INDIAN SCHOOL OAK CHOLLA CACTUS DIXILETA LONE MOUNTAIN OSBORN LONE MOUNTAIN RAINTREE 30,700 59,000 4,300 43,000 77,300 29,000 32,300 2,500* 18,200 26,900* 30,600 58,900 4,300 43,000 77,300 29,000 32,300 2,500 18,200 27,000 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 131 132 133 134 135 136 137 138 139 140 SCOTTSDALE FRANK LLOYD WRIGHT PIMA HAYDEN 100TH 68TH GRANITE REEF CAREFREE THUNDERBIRD INDIAN SCHOOL SHEA SWEETWATER THOMAS INDIAN SCHOOL 23,600 28,800 43,800* 67,700 5,300 37,000 40,700 23,700 29,100 44,300 68,800 5,400 37,800 41,800 0% -1% -1% -2% -2% -2% -3% 141 142 143 144 145 146 147 N/S STREET E/W STREET 104TH SWEETWATER 2,200 HAYDEN SCOTTSDALE SCOTTSDALE SCOTTSDALE 124TH SCOTTSDALE 101 FREEWAY SCOTTSDALE HAYDEN 101 FREEWAY CACTUS 101 FREEWAY HAPPY VALLEY GREENWAY-HAYDEN VIA LINDA MCCORMICK SHEA JOMAX RAINTREE RAINTREE 76TH GRANITE REEF SCOTTSDALE VIA LINDA SCOTTSDALE HAYDEN 68TH 60TH PIMA PIMA *Estimated Volume 2024 Traffic Volume and Collision Data Page 236 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Traffic Volume Comparison, Sorted by Descending Percent Change N/S STREET E/W STREET 24 22 VOLUME VOLUME 56TH FRANK LLOYD WRIGHT SCOTTSDALE DYNAMITE RAINTREE MAYO 14,400 29,500 51,100 64TH PIMA MILLER 56TH 94TH MILLER 64TH HAYDEN 96TH 64TH SHEA HUALAPAI CAMELBACK CAREFREE LEGACY CHAPARRAL INDIAN SCHOOL BELL SHEA CAMELBACK 68TH HAYDEN 124TH SCOTTSDALE GOLDWATER HAYDEN HAYDEN GRANITE REEF 64TH SCOTTSDALE % CHANGE RANK 14,800 30,500 52,900 -3% -3% -3% 148 149 150 47,600 34,200 30,400* 18,600 12,600 22,800 32,200* 23,000 48,300 33,200 49,300 35,600 31,700 19,400 13,200 23,900 33,800 24,200 51,000 35,100 -3% -4% -4% -4% -5% -5% -5% -5% -5% -5% 151 152 153 154 155 156 157 158 159 160 OSBORN CHAPARRAL SHEA INDIAN SCHOOL INDIAN SCHOOL THOMAS OSBORN OAK DYNAMITE SWEETWATER 15,500* 47,200* 42,100 42,600* 38,000 58,000 25,800 4,400 10,800 43,900 16,400 50,400 45,000 45,700 41,100 62,800 28,100 4,800 11,800 48,000 -5% -6% -6% -7% -8% -8% -8% -8% -8% -9% 161 162 163 164 165 166 167 168 169 170 GOLDWATER DRINKWATER 90TH SCOTTSDALE SCOTTSDALE HAYDEN SCOTTSDALE SCOTTSDALE GRANITE REEF MILLER CAMELBACK INDIAN SCHOOL SHEA PRINCESS BUTHERUS MCDONALD LINCOLN MOUNTAIN VIEW ROOSEVELT THOMAS 41,400 35,500* 63,200 44,100 49,800 53,300 59,000 41,800 4,600 36,400 45,400 39,000 69,900 48,900 55,400 59,400 66,100 46,900 5,200 41,300 -9% -9% -10% -10% -10% -10% -11% -11% -12% -12% 171 172 173 174 175 176 177 178 179 180 84TH MILLER 92ND MILLER MILLER 68TH PIMA 90TH 70TH SCOTTSDALE CACTUS MCKELLIPS CHOLLA OSBORN OAK INDIAN SCHOOL LEGACY MOUNTAIN VIEW SHEA PINNACLE PEAK 29,400 15,400 16,300 17,500* 7,700* 43,400 42,000 29,700 44,900 44,200 33,500 17,600 18,700 20,200 8,900 50,200 48,700 34,700 52,900 53,000 -12% -13% -13% -13% -13% -14% -14% -14% -15% -17% 181 182 183 184 185 186 187 188 189 190 MILLER 64TH 136TH MILLER 68TH INDIAN SCHOOL OAK SHEA ROOSEVELT OAK 40,800 16,400 29,900 7,500 10,500 49,100 20,000 36,500 9,300 13,200 -17% -18% -18% -19% -20% 191 192 193 194 195 *Estimated Volume 2024 Traffic Volume and Collision Data Page 237 Scottsdale Traffic Engineering, February 2026 2024-2022 Intersection Traffic Volume Comparison, Sorted by Descending Percent Change N/S STREET E/W STREET 24 22 VOLUME VOLUME SCOTTSDALE 100TH 64TH HAYDEN VIA LINDA MCKELLIPS FRANK LLOYD WRIGHT MCDOWELL CAMELBACK MOUNTAIN VIEW 39,400 27,800 44,000 38,600 24,300 SCOTTSDALE 98TH OSBORN BELL 23,000 11,900 % CHANGE RANK 50,500 36,000 57,200 52,100 32,800 -22% -23% -23% -26% -26% 196 197 198 199 200 33,600 20,900 -32% -43% 201 202 *Estimated Volume 2024 Traffic Volume and Collision Data Page 238 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 239 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Intersection Approach Volume 2024 Approach Volume, Sorted by Location 2024 Traffic Volume and Collision Data Page 240 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME VOL LANE VOL 56TH & OAK - EASTBOUND 56TH & OAK - WESTBOUND 56TH & OAK - SOUTHBOUND 56TH & THOMAS - EASTBOUND 56TH & THOMAS - WESTBOUND 56TH & THOMAS - NORTHBOUND 56TH & THOMAS - SOUTHBOUND 1,800 1,100 1,500 11,000 10,400 2,100 8,700 1,800 1,100 1,500 2,750 3,467 700 2,900 56TH & DYNAMITE - EASTBOUND 56TH & DYNAMITE - WESTBOUND 56TH & DYNAMITE - NORTHBOUND 56TH & DYNAMITE - SOUTHBOUND 56TH & CAREFREE - EASTBOUND 56TH & CAREFREE - WESTBOUND 56TH & CAREFREE - NORTHBOUND 7,600 7,300 2,000 2,500 10,100 8,500 1,300 2,533 2,433 667 833 5,050 4,250 650 60TH & OAK - EASTBOUND 60TH & OAK - WESTBOUND 60TH & OAK - SOUTHBOUND 60TH & THOMAS - EASTBOUND 60TH & THOMAS - WESTBOUND 60TH & THOMAS - NORTHBOUND 60TH & THOMAS - SOUTHBOUND 1,200 1,100 400 10,500 10,200 700 300 600 1,100 400 2,625 3,400 350 300 60TH & CAREFREE - EASTBOUND 60TH & CAREFREE - WESTBOUND 60TH & CAREFREE - NORTHBOUND 10,000 9,100 2,600 5,000 4,550 1,300 64TH & MCDOWELL - EASTBOUND 64TH & MCDOWELL - WESTBOUND 64TH & MCDOWELL - NORTHBOUND 64TH & MCDOWELL - SOUTHBOUND 64TH & OAK - EASTBOUND 64TH & OAK - WESTBOUND 64TH & OAK - NORTHBOUND 64TH & OAK - SOUTHBOUND 64TH & THOMAS - EASTBOUND 64TH & THOMAS - WESTBOUND 64TH & THOMAS - NORTHBOUND 64TH & THOMAS - SOUTHBOUND 64TH & OSBORN - WESTBOUND 64TH & OSBORN - NORTHBOUND 64TH & OSBORN - SOUTHBOUND 64TH & INDIAN SCHOOL - EASTBOUND 64TH & INDIAN SCHOOL - WESTBOUND 64TH & INDIAN SCHOOL - NORTHBOUND 64TH & CAMELBACK - EASTBOUND 64TH & CAMELBACK - WESTBOUND 64TH & CAMELBACK - NORTHBOUND 64TH & CAMELBACK - SOUTHBOUND 64TH & SHEA - EASTBOUND 64TH & SHEA - WESTBOUND 64TH & SHEA - NORTHBOUND 64TH & SHEA - SOUTHBOUND 64TH & CHOLLA - WESTBOUND 64TH & CHOLLA - NORTHBOUND 64TH & CHOLLA - SOUTHBOUND 64TH & CACTUS - EASTBOUND 16,500 13,700 6,400 11,400 900 400 10,700 5,100 10,600* 12,900* 12,400* 9,100* 2,500 9,400 8,100 10,200* 12,600* 9,400* 15,300 15,500 900 4,600 22,900 22,400 3,500 2,700 1,300 4,600 4,900 16,100 3,300 2,740 1,600 2,850 450 400 3,567 1,700 2,650 4,300 4,133 3,033 1,250 4,700 2,700 3,400 3,150 3,133 5,100 3,875 300 1,533 5,725 5,600 1,750 900 1,300 4,600 2,450 5,367 *Estimated Volume 2024 Traffic Volume and Collision Data Page 241 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME VOL LANE VOL 64TH & CACTUS - WESTBOUND 64TH & CACTUS - NORTHBOUND 64TH & CACTUS - SOUTHBOUND 15,700 3,400 4,800 5,233 1,133 1,600 64TH & DYNAMITE - EASTBOUND 64TH & DYNAMITE - WESTBOUND 64TH & DYNAMITE - NORTHBOUND 64TH & DYNAMITE - SOUTHBOUND 6,400 6,700 700 700 2,133 3,350 233 350 68TH & CONTINENTAL - EASTBOUND 68TH & CONTINENTAL - WESTBOUND 68TH & CONTINENTAL - NORTHBOUND 68TH & CONTINENTAL - SOUTHBOUND 68TH & MCDOWELL - EASTBOUND 68TH & MCDOWELL - WESTBOUND 68TH & MCDOWELL - NORTHBOUND 68TH & MCDOWELL - SOUTHBOUND 68TH & OAK - EASTBOUND 68TH & OAK - WESTBOUND 68TH & OAK - NORTHBOUND 68TH & OAK - SOUTHBOUND 68TH & THOMAS - EASTBOUND 68TH & THOMAS - WESTBOUND 68TH & THOMAS - NORTHBOUND 68TH & THOMAS - SOUTHBOUND 68TH & OSBORN - EASTBOUND 68TH & OSBORN - WESTBOUND 68TH & OSBORN - NORTHBOUND 68TH & OSBORN - SOUTHBOUND 68TH & INDIAN SCHOOL - EASTBOUND 68TH & INDIAN SCHOOL - WESTBOUND 68TH & INDIAN SCHOOL - NORTHBOUND 68TH & INDIAN SCHOOL - SOUTHBOUND 68TH & CAMELBACK - EASTBOUND 68TH & CAMELBACK - WESTBOUND 68TH & CAMELBACK - NORTHBOUND 68TH & CAMELBACK - SOUTHBOUND 68TH & CHAPARRAL - EASTBOUND 68TH & CHAPARRAL - WESTBOUND 68TH & CHAPARRAL - NORTHBOUND 68TH & CHAPARRAL - SOUTHBOUND 1,400 700 3,900 4,000 16,700 13,600 4,300 5,200 100 800 4,700 4,900 12,700 13,500 5,000 6,000 2,700 3,000 5,000* 4,900* 15,700 14,200 5,100 8,700 15,200 16,700 8,000 4,000 1,500 1,900 4,500 2,100 700 350 1,950 2,000 3,340 3,400 1,433 1,733 100 800 2,350 2,450 3,175 4,500 1,667 2,000 900 1,000 1,667 1,633 3,925 3,550 1,700 2,900 3,800 4,175 2,667 1,333 750 950 2,250 1,050 70TH & SHEA - EASTBOUND 70TH & SHEA - WESTBOUND 70TH & SHEA - NORTHBOUND 70TH & SHEA - SOUTHBOUND 22,300 19,500 5,200 1,600 4,460 3,900 1,733 400 GOLDWATER & INDIAN SCHOOL - EASTBOUND GOLDWATER & INDIAN SCHOOL - WESTBOUND GOLDWATER & INDIAN SCHOOL - NORTHBOUND GOLDWATER & INDIAN SCHOOL - SOUTHBOUND GOLDWATER & CAMELBACK - EASTBOUND GOLDWATER & CAMELBACK - WESTBOUND GOLDWATER & CAMELBACK - NORTHBOUND GOLDWATER & CAMELBACK - SOUTHBOUND 11,800 10,500 5,400 8,500 11,000 8,900 8,500 12,600 2,360 2,625 1,800 2,125 2,200 2,225 1,700 2,100 2,900 5,600 967 1,867 SCOTTSDALE & MCKELLIPS SCOTTSDALE & MCKELLIPS - EASTBOUND WESTBOUND *Estimated Volume 2024 Traffic Volume and Collision Data Page 242 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME SCOTTSDALE & MCKELLIPS - NORTHBOUND SCOTTSDALE & MCKELLIPS - SOUTHBOUND SCOTTSDALE & ROOSEVELT - EASTBOUND SCOTTSDALE & ROOSEVELT - WESTBOUND SCOTTSDALE & ROOSEVELT - NORTHBOUND SCOTTSDALE & ROOSEVELT - SOUTHBOUND SCOTTSDALE & MCDOWELL - EASTBOUND SCOTTSDALE & MCDOWELL - WESTBOUND SCOTTSDALE & MCDOWELL - NORTHBOUND SCOTTSDALE & MCDOWELL - SOUTHBOUND SCOTTSDALE & OAK - EASTBOUND SCOTTSDALE & OAK - WESTBOUND SCOTTSDALE & OAK - NORTHBOUND SCOTTSDALE & OAK - SOUTHBOUND SCOTTSDALE & THOMAS - EASTBOUND SCOTTSDALE & THOMAS - WESTBOUND SCOTTSDALE & THOMAS - NORTHBOUND SCOTTSDALE & THOMAS - SOUTHBOUND SCOTTSDALE & OSBORN - EASTBOUND SCOTTSDALE & OSBORN - WESTBOUND SCOTTSDALE & OSBORN - NORTHBOUND SCOTTSDALE & OSBORN - SOUTHBOUND SCOTTSDALE & INDIAN SCHOOL - EASTBOUND SCOTTSDALE & INDIAN SCHOOL - WESTBOUND SCOTTSDALE & INDIAN SCHOOL - NORTHBOUND SCOTTSDALE & INDIAN SCHOOL - SOUTHBOUND SCOTTSDALE & CAMELBACK - EASTBOUND SCOTTSDALE & CAMELBACK - WESTBOUND SCOTTSDALE & CAMELBACK - NORTHBOUND SCOTTSDALE & CAMELBACK - SOUTHBOUND SCOTTSDALE & CHAPARRAL - EASTBOUND SCOTTSDALE & CHAPARRAL - WESTBOUND SCOTTSDALE & CHAPARRAL - NORTHBOUND SCOTTSDALE & CHAPARRAL - SOUTHBOUND SCOTTSDALE & MCDONALD - EASTBOUND SCOTTSDALE & MCDONALD - WESTBOUND SCOTTSDALE & MCDONALD - NORTHBOUND SCOTTSDALE & MCDONALD - SOUTHBOUND SCOTTSDALE & LINCOLN - EASTBOUND SCOTTSDALE & LINCOLN - WESTBOUND SCOTTSDALE & LINCOLN - NORTHBOUND SCOTTSDALE & LINCOLN - SOUTHBOUND SCOTTSDALE & INDIAN BEND - EASTBOUND SCOTTSDALE & INDIAN BEND - WESTBOUND SCOTTSDALE & INDIAN BEND - NORTHBOUND SCOTTSDALE & INDIAN BEND - SOUTHBOUND SCOTTSDALE & MCCORMICK - WESTBOUND SCOTTSDALE & MCCORMICK - NORTHBOUND SCOTTSDALE & MCCORMICK - SOUTHBOUND SCOTTSDALE & DOUBLETREE - EASTBOUND SCOTTSDALE & DOUBLETREE - WESTBOUND SCOTTSDALE & DOUBLETREE - NORTHBOUND SCOTTSDALE & DOUBLETREE - SOUTHBOUND SCOTTSDALE & MOUNTAIN VIEW - EASTBOUND SCOTTSDALE & MOUNTAIN VIEW - WESTBOUND SCOTTSDALE & MOUNTAIN VIEW - NORTHBOUND SCOTTSDALE & MOUNTAIN VIEW - SOUTHBOUND SCOTTSDALE & SHEA - EASTBOUND VOL LANE VOL 15,900 15,200 2,100* 2,100* 15,700* 14,800* 15,800 14,800 16,400 19,800 1,700 900 15,800 15,100 13,800 15,100 17,300 18,700 3,400 3,800 11,400 3,200 10,400 11,600 8,600* 9,900* 14,900 9,100 13,200 15,300 3,600 8,700 19,800 22,400 3,800 11,400 22,600 23,400 14,500 1,800 22,800 25,200 1,600 9,100 21,400 19,900 2,400 19,000 18,400 3,700 7,400 20,200 22,300 5,200 5,000 22,400 9,900 18,100 3,180 3,040 700 1,050 3,925 3,700 2,633 2,467 3,280 3,300 850 450 3,950 3,775 2,760 3,020 2,883 3,117 1,133 1,267 2,850 800 3,467 3,867 2,867 2,475 2,980 3,033 2,640 3,060 1,200 2,175 4,950 5,600 1,267 2,280 4,520 3,900 3,625 600 4,560 5,040 533 2,275 4,280 4,975 800 4,750 4,600 1,233 1,850 4,040 5,575 1,733 1,667 4,480 2,475 4,525 *Estimated Volume 2024 Traffic Volume and Collision Data Page 243 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME SCOTTSDALE & SHEA - WESTBOUND SCOTTSDALE & SHEA - NORTHBOUND SCOTTSDALE & SHEA - SOUTHBOUND SCOTTSDALE & CHOLLA - EASTBOUND SCOTTSDALE & CHOLLA - WESTBOUND SCOTTSDALE & CHOLLA - NORTHBOUND SCOTTSDALE & CHOLLA - SOUTHBOUND SCOTTSDALE & CACTUS - EASTBOUND SCOTTSDALE & CACTUS - WESTBOUND SCOTTSDALE & CACTUS - NORTHBOUND SCOTTSDALE & CACTUS - SOUTHBOUND SCOTTSDALE & SWEETWATER - EASTBOUND SCOTTSDALE & SWEETWATER - WESTBOUND SCOTTSDALE & SWEETWATER - NORTHBOUND SCOTTSDALE & SWEETWATER - SOUTHBOUND SCOTTSDALE & THUNDERBIRD - EASTBOUND SCOTTSDALE & THUNDERBIRD - WESTBOUND SCOTTSDALE & THUNDERBIRD - NORTHBOUND SCOTTSDALE & THUNDERBIRD - SOUTHBOUND SCOTTSDALE & BUTHERUS - EASTBOUND SCOTTSDALE & BUTHERUS - WESTBOUND SCOTTSDALE & BUTHERUS - NORTHBOUND SCOTTSDALE & BUTHERUS - SOUTHBOUND SCOTTSDALE & GREENWAY-HAYDEN - EASTBOUND SCOTTSDALE & GREENWAY-HAYDEN - WESTBOUND SCOTTSDALE & GREENWAY-HAYDEN - NORTHBOUND SCOTTSDALE & GREENWAY-HAYDEN - SOUTHBOUND SCOTTSDALE & PARADISE - EASTBOUND SCOTTSDALE & PARADISE - WESTBOUND SCOTTSDALE & PARADISE - NORTHBOUND SCOTTSDALE & PARADISE - SOUTHBOUND SCOTTSDALE & FRANK LLOYD WRIGHT - EASTBOUND SCOTTSDALE & FRANK LLOYD WRIGHT - WESTBOUND SCOTTSDALE & FRANK LLOYD WRIGHT - NORTHBOUND SCOTTSDALE & FRANK LLOYD WRIGHT - SOUTHBOUND SCOTTSDALE & PRINCESS - EASTBOUND SCOTTSDALE & PRINCESS - WESTBOUND SCOTTSDALE & PRINCESS - NORTHBOUND SCOTTSDALE & PRINCESS - SOUTHBOUND SCOTTSDALE & MAYO - EASTBOUND SCOTTSDALE & MAYO - WESTBOUND SCOTTSDALE & MAYO - NORTHBOUND SCOTTSDALE & MAYO - SOUTHBOUND SCOTTSDALE & 101 FREEWAY - EASTBOUND SCOTTSDALE & 101 FREEWAY - WESTBOUND SCOTTSDALE & 101 FREEWAY - NORTHBOUND SCOTTSDALE & 101 FREEWAY - SOUTHBOUND SCOTTSDALE & THOMPSON PEAK - WESTBOUND SCOTTSDALE & THOMPSON PEAK - NORTHBOUND SCOTTSDALE & THOMPSON PEAK - SOUTHBOUND SCOTTSDALE & GRAYHAWK - WESTBOUND SCOTTSDALE & GRAYHAWK - NORTHBOUND SCOTTSDALE & GRAYHAWK - SOUTHBOUND SCOTTSDALE & DEER VALLEY - WESTBOUND SCOTTSDALE & DEER VALLEY - NORTHBOUND SCOTTSDALE & DEER VALLEY - SOUTHBOUND SCOTTSDALE & WILLIAMS - WESTBOUND SCOTTSDALE & WILLIAMS - NORTHBOUND VOL LANE VOL 17,600 19,600 18,000 1,200 700 21,600 19,800 15,600 18,500 21,200 22,500 1,200 1,700 22,600 22,400 9,000 9,800 22,800 22,400 10,000 6,000 19,100 16,900 5,400 7,300 19,200 17,900 2,100 4,800 17,200 18,200 17,200 16,900 20,000 19,100 3,900 3,000 22,900 18,300 12,100 1,200 13,900 28,500 19,900* 12,200* 18,800 15,700 4,200 28,200 21,900 2,100 22,000 20,400 2,000 19,900 20,900 2,000 20,700 4,400 4,900 4,500 600 350 5,400 4,950 3,120 3,700 3,533 4,500 600 850 4,520 5,600 3,000 1,960 3,800 4,480 2,000 1,200 3,183 2,817 1,080 1,460 3,200 2,983 700 1,600 3,440 3,640 2,867 2,817 3,333 3,820 1,300 750 4,580 3,660 2,017 300 2,317 4,750 3,980 2,440 3,133 2,617 1,400 9,400 7,300 1,050 7,333 6,800 1,000 6,633 6,967 1,000 6,900 *Estimated Volume 2024 Traffic Volume and Collision Data Page 244 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME VOL LANE VOL SCOTTSDALE & WILLIAMS - SOUTHBOUND SCOTTSDALE & PINNACLE PEAK - EASTBOUND SCOTTSDALE & PINNACLE PEAK - WESTBOUND SCOTTSDALE & PINNACLE PEAK - NORTHBOUND SCOTTSDALE & PINNACLE PEAK - SOUTHBOUND SCOTTSDALE & HAPPY VALLEY - WESTBOUND SCOTTSDALE & HAPPY VALLEY - NORTHBOUND SCOTTSDALE & HAPPY VALLEY - SOUTHBOUND SCOTTSDALE & JOMAX - EASTBOUND SCOTTSDALE & JOMAX - WESTBOUND SCOTTSDALE & JOMAX - NORTHBOUND SCOTTSDALE & JOMAX - SOUTHBOUND SCOTTSDALE & DYNAMITE - EASTBOUND SCOTTSDALE & DYNAMITE - WESTBOUND SCOTTSDALE & DYNAMITE - NORTHBOUND SCOTTSDALE & DYNAMITE - SOUTHBOUND SCOTTSDALE & DIXILETA - EASTBOUND SCOTTSDALE & DIXILETA - WESTBOUND SCOTTSDALE & DIXILETA - NORTHBOUND SCOTTSDALE & DIXILETA - SOUTHBOUND SCOTTSDALE & LONE MOUNTAIN - EASTBOUND SCOTTSDALE & LONE MOUNTAIN - WESTBOUND SCOTTSDALE & LONE MOUNTAIN - NORTHBOUND SCOTTSDALE & LONE MOUNTAIN - SOUTHBOUND SCOTTSDALE & ASHLER HILLS - EASTBOUND SCOTTSDALE & ASHLER HILLS - WESTBOUND SCOTTSDALE & ASHLER HILLS - NORTHBOUND SCOTTSDALE & ASHLER HILLS - SOUTHBOUND SCOTTSDALE & WESTLAND - EASTBOUND SCOTTSDALE & WESTLAND - WESTBOUND SCOTTSDALE & WESTLAND - NORTHBOUND SCOTTSDALE & WESTLAND - SOUTHBOUND SCOTTSDALE & CAREFREE - EASTBOUND SCOTTSDALE & CAREFREE - WESTBOUND SCOTTSDALE & CAREFREE - NORTHBOUND SCOTTSDALE & CAREFREE - SOUTHBOUND 17,900 9,300 10,800 17,800 21,600 1,900 17,600 20,600 1,100 1,000 19,100 16,700 5,600 6,900 17,600 14,800 2,500 1,500 14,200 13,700 6,500 5,500 15,800 15,800 1,000 3,100 13,800 10,700 1,000 2,800 9,600 8,100 8,200 700 10,400 6,600 5,967 3,100 3,600 4,450 7,200 950 5,867 6,867 367 500 4,775 4,175 1,867 2,300 4,400 3,700 1,250 500 4,733 3,425 2,167 1,833 3,950 5,267 500 1,033 3,450 2,675 500 933 2,400 2,025 2,733 350 3,467 2,200 DRINKWATER & OSBORN - EASTBOUND DRINKWATER & OSBORN - WESTBOUND DRINKWATER & OSBORN - NORTHBOUND DRINKWATER & OSBORN - SOUTHBOUND DRINKWATER & INDIAN SCHOOL - EASTBOUND DRINKWATER & INDIAN SCHOOL - WESTBOUND DRINKWATER & INDIAN SCHOOL - NORTHBOUND DRINKWATER & INDIAN SCHOOL - SOUTHBOUND 4,000 4,900 4,700 4,200 11,300 14,100 5,100* 3,100* 1,333 1,367 1,975 1,667 4,133 4,050 2,300 1,175 MILLER & MCKELLIPS - EASTBOUND MILLER & MCKELLIPS - WESTBOUND MILLER & MCKELLIPS - NORTHBOUND MILLER & MCKELLIPS - SOUTHBOUND MILLER & ROOSEVELT - EASTBOUND MILLER & ROOSEVELT - WESTBOUND MILLER & ROOSEVELT - NORTHBOUND MILLER & ROOSEVELT - SOUTHBOUND MILLER & MCDOWELL - EASTBOUND MILLER & MCDOWELL - WESTBOUND MILLER & MCDOWELL - NORTHBOUND MILLER & MCDOWELL - SOUTHBOUND 4,600 5,500 1,900 2,500 600 1,500 2,400 2,700 18,700 17,300 4,200 3,800 1,533 1,833 950 1,250 300 750 1,200 1,350 4,675 4,325 1,400 1,267 *Estimated Volume 2024 Traffic Volume and Collision Data Page 245 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME VOL LANE VOL MILLER & OAK - EASTBOUND MILLER & OAK - WESTBOUND MILLER & OAK - NORTHBOUND MILLER & OAK - SOUTHBOUND MILLER & THOMAS - EASTBOUND MILLER & THOMAS - WESTBOUND MILLER & THOMAS - NORTHBOUND MILLER & THOMAS - SOUTHBOUND MILLER & OSBORN - EASTBOUND MILLER & OSBORN - WESTBOUND MILLER & OSBORN - NORTHBOUND MILLER & OSBORN - SOUTHBOUND MILLER & INDIAN SCHOOL - EASTBOUND MILLER & INDIAN SCHOOL - WESTBOUND MILLER & INDIAN SCHOOL - NORTHBOUND MILLER & INDIAN SCHOOL - SOUTHBOUND MILLER & CAMELBACK - EASTBOUND MILLER & CAMELBACK - WESTBOUND MILLER & CAMELBACK - NORTHBOUND MILLER & CAMELBACK - SOUTHBOUND MILLER & CHAPARRAL - EASTBOUND MILLER & CHAPARRAL - WESTBOUND MILLER & CHAPARRAL - NORTHBOUND MILLER & CHAPARRAL - SOUTHBOUND 700 200* 2,800 3,600 13,100 12,800 3,700 4,800 4,500 4,400* 4,000 4,600 14,000 16,400 4,200 6,300 12,100 9,300 4,600 2,900 8,500 9,000 3,000 1,200 233 200 1,400 1,800 4,367 4,267 1,233 1,600 1,500 1,467 2,000 1,533 3,500 4,100 1,400 2,100 4,033 3,100 1,533 967 2,833 4,500 1,500 600 MILLER & DEER VALLEY - EASTBOUND MILLER & DEER VALLEY - WESTBOUND MILLER & DEER VALLEY - NORTHBOUND MILLER & DEER VALLEY - SOUTHBOUND MILLER & WILLIAMS - EASTBOUND MILLER & WILLIAMS - WESTBOUND MILLER & WILLIAMS - NORTHBOUND MILLER & WILLIAMS - SOUTHBOUND MILLER & PINNACLE PEAK - EASTBOUND MILLER & PINNACLE PEAK - WESTBOUND MILLER & PINNACLE PEAK - NORTHBOUND MILLER & PINNACLE PEAK - SOUTHBOUND 1,300 500 11,100 8,600 2,300 900 10,000 7,100 8,800 8,200 7,600 600 650 250 2,775 2,150 1,150 450 3,333 1,775 2,933 2,050 1,900 200 76TH & REDFIELD - EASTBOUND 76TH & REDFIELD - WESTBOUND 76TH & REDFIELD - NORTHBOUND 76TH & REDFIELD - SOUTHBOUND 7,900* 8,000* 1,000* 100* 3,950 4,000 500 50 HAYDEN & MCKELLIPS - EASTBOUND HAYDEN & MCKELLIPS - WESTBOUND HAYDEN & MCKELLIPS - NORTHBOUND HAYDEN & MCKELLIPS - SOUTHBOUND HAYDEN & ROOSEVELT - EASTBOUND HAYDEN & ROOSEVELT - WESTBOUND HAYDEN & ROOSEVELT - NORTHBOUND HAYDEN & ROOSEVELT - SOUTHBOUND HAYDEN & MCDOWELL - EASTBOUND HAYDEN & MCDOWELL - WESTBOUND HAYDEN & MCDOWELL - NORTHBOUND HAYDEN & MCDOWELL - SOUTHBOUND HAYDEN & OAK - EASTBOUND HAYDEN & OAK - WESTBOUND HAYDEN & OAK - NORTHBOUND 6,700 7,900 13,100 14,300 1,400* 2,700* 11,200 12,500 16,500 14,000 11,400 13,000 1,200* 1,500* 11,500 2,233 1,975 2,183 2,860 700 675 2,240 2,500 3,300 2,333 1,900 2,600 600 500 2,875 *Estimated Volume 2024 Traffic Volume and Collision Data Page 246 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME HAYDEN & OAK - SOUTHBOUND HAYDEN & THOMAS - EASTBOUND HAYDEN & THOMAS - WESTBOUND HAYDEN & THOMAS - NORTHBOUND HAYDEN & THOMAS - SOUTHBOUND HAYDEN & OSBORN - EASTBOUND HAYDEN & OSBORN - WESTBOUND HAYDEN & OSBORN - NORTHBOUND HAYDEN & OSBORN - SOUTHBOUND HAYDEN & INDIAN SCHOOL - EASTBOUND HAYDEN & INDIAN SCHOOL - WESTBOUND HAYDEN & INDIAN SCHOOL - NORTHBOUND HAYDEN & INDIAN SCHOOL - SOUTHBOUND HAYDEN & CAMELBACK - EASTBOUND HAYDEN & CAMELBACK - WESTBOUND HAYDEN & CAMELBACK - NORTHBOUND HAYDEN & CAMELBACK - SOUTHBOUND HAYDEN & CHAPARRAL - EASTBOUND HAYDEN & CHAPARRAL - WESTBOUND HAYDEN & CHAPARRAL - NORTHBOUND HAYDEN & CHAPARRAL - SOUTHBOUND HAYDEN & MCDONALD - EASTBOUND HAYDEN & MCDONALD - WESTBOUND HAYDEN & MCDONALD - NORTHBOUND HAYDEN & MCDONALD - SOUTHBOUND HAYDEN & INDIAN BEND - EASTBOUND HAYDEN & INDIAN BEND - WESTBOUND HAYDEN & INDIAN BEND - NORTHBOUND HAYDEN & INDIAN BEND - SOUTHBOUND HAYDEN & MCCORMICK - EASTBOUND HAYDEN & MCCORMICK - WESTBOUND HAYDEN & MCCORMICK - NORTHBOUND HAYDEN & MCCORMICK - SOUTHBOUND HAYDEN & VIA DE VENTURA - EASTBOUND HAYDEN & VIA DE VENTURA - WESTBOUND HAYDEN & VIA DE VENTURA - NORTHBOUND HAYDEN & VIA DE VENTURA - SOUTHBOUND HAYDEN & VIA LINDA - EASTBOUND HAYDEN & VIA LINDA - WESTBOUND HAYDEN & VIA LINDA - NORTHBOUND HAYDEN & VIA LINDA - SOUTHBOUND HAYDEN & MOUNTAIN VIEW - EASTBOUND HAYDEN & MOUNTAIN VIEW - WESTBOUND HAYDEN & MOUNTAIN VIEW - NORTHBOUND HAYDEN & MOUNTAIN VIEW - SOUTHBOUND HAYDEN & SHEA - EASTBOUND HAYDEN & SHEA - WESTBOUND HAYDEN & SHEA - NORTHBOUND HAYDEN & SHEA - SOUTHBOUND HAYDEN & CACTUS - EASTBOUND HAYDEN & CACTUS - WESTBOUND HAYDEN & CACTUS - NORTHBOUND HAYDEN & CACTUS - SOUTHBOUND HAYDEN & SWEETWATER - EASTBOUND HAYDEN & SWEETWATER - NORTHBOUND HAYDEN & SWEETWATER - SOUTHBOUND HAYDEN & REDFIELD - EASTBOUND HAYDEN & REDFIELD - NORTHBOUND VOL LANE VOL 14,000 16,000 14,300 13,700 14,900 4,200 1,300 9,700 9,300 15,900 17,800 10,100 12,200 10,700 1,800 12,500 13,100 8,400* 12,300* 13,000 13,500 12,200 12,800 13,900 14,700 8,900 9,400 14,800 15,900 4,100* 4,900* 13,600* 13,100* 6,800 12,600 15,600 12,300 2,300 2,500 12,100 12,900 4,200 5,800 15,400 13,400 21,300 23,100 12,700 10,900 18,000 16,400 12,700 12,100 1,400 13,100 9,800 7,400 10,300 3,500 4,000 3,575 3,425 2,980 1,400 650 2,425 2,325 3,180 3,560 1,683 2,033 2,675 450 2,500 2,620 2,800 2,460 2,600 3,375 2,440 2,560 2,780 2,940 2,225 1,880 2,960 3,975 1,367 1,633 3,400 3,275 1,360 2,520 2,600 2,050 1,150 833 3,025 3,225 1,400 1,933 3,850 3,350 3,550 3,850 2,117 1,817 4,500 4,100 2,540 2,420 700 4,367 3,267 2,467 3,433 *Estimated Volume 2024 Traffic Volume and Collision Data Page 247 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME VOL LANE VOL HAYDEN & REDFIELD - SOUTHBOUND HAYDEN & RAINTREE - EASTBOUND HAYDEN & RAINTREE - WESTBOUND HAYDEN & RAINTREE - NORTHBOUND HAYDEN & RAINTREE - SOUTHBOUND HAYDEN & NORTHSIGHT - EASTBOUND HAYDEN & NORTHSIGHT - WESTBOUND HAYDEN & NORTHSIGHT - NORTHBOUND HAYDEN & NORTHSIGHT - SOUTHBOUND HAYDEN & FRANK LLOYD WRIGHT - EASTBOUND HAYDEN & FRANK LLOYD WRIGHT - WESTBOUND HAYDEN & FRANK LLOYD WRIGHT - NORTHBOUND HAYDEN & FRANK LLOYD WRIGHT - SOUTHBOUND 11,100 1,000* 7,600* 11,900* 7,200* 9,600 8,200 12,600 7,800 20,500 22,200 12,800* 500* 3,700 500 1,900 3,967 2,400 9,600 4,100 6,300 3,900 4,100 3,700 3,200 250 GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - EASTBOUND GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - WESTBOUND GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - NORTHBOUND GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - SOUTHBOUND 21,200 26,200 12,600 13,900 3,533 4,367 3,150 2,780 HAYDEN & BELL - WESTBOUND HAYDEN & BELL - NORTHBOUND HAYDEN & BELL - SOUTHBOUND HAYDEN & PRINCESS - EASTBOUND HAYDEN & PRINCESS - WESTBOUND HAYDEN & PRINCESS - NORTHBOUND HAYDEN & PRINCESS - SOUTHBOUND HAYDEN & 101 FREEWAY - EASTBOUND HAYDEN & 101 FREEWAY - WESTBOUND HAYDEN & 101 FREEWAY - NORTHBOUND HAYDEN & 101 FREEWAY - SOUTHBOUND HAYDEN & THOMPSON PEAK - EASTBOUND HAYDEN & THOMPSON PEAK - WESTBOUND HAYDEN & THOMPSON PEAK - NORTHBOUND HAYDEN & THOMPSON PEAK - SOUTHBOUND HAYDEN & GRAYHAWK - EASTBOUND HAYDEN & GRAYHAWK - WESTBOUND HAYDEN & GRAYHAWK - NORTHBOUND HAYDEN & GRAYHAWK - SOUTHBOUND 5,200 11,400 8,500 2,300 3,800 12,800 10,000 11,200* 9,500* 8,800 11,700 7,100 8,900 18,100 11,100 1,600 1,300 11,500 9,400 1,300 2,850 2,833 1,150 1,267 3,200 2,500 3,733 2,375 2,200 2,340 1,775 2,225 4,525 2,775 533 650 2,875 2,350 GRANITE REEF & ROOSEVELT - EASTBOUND GRANITE REEF & ROOSEVELT - WESTBOUND GRANITE REEF & ROOSEVELT - NORTHBOUND GRANITE REEF & ROOSEVELT - SOUTHBOUND GRANITE REEF & MCDOWELL - EASTBOUND GRANITE REEF & MCDOWELL - WESTBOUND GRANITE REEF & MCDOWELL - NORTHBOUND GRANITE REEF & MCDOWELL - SOUTHBOUND GRANITE REEF & OAK - EASTBOUND GRANITE REEF & OAK - WESTBOUND GRANITE REEF & OAK - NORTHBOUND GRANITE REEF & OAK - SOUTHBOUND GRANITE REEF & THOMAS - EASTBOUND GRANITE REEF & THOMAS - WESTBOUND GRANITE REEF & THOMAS - NORTHBOUND GRANITE REEF & THOMAS - SOUTHBOUND GRANITE REEF & OSBORN - EASTBOUND GRANITE REEF & OSBORN - WESTBOUND GRANITE REEF & OSBORN - NORTHBOUND 1,300 2,100 300 1,300 15,400 16,300 2,400 2,100 800 700 1,800 1,400 14,000 13,500 1,600 900 1,100* 600* 700* 650 1,050 150 650 3,080 4,075 800 700 800 700 900 700 3,500 4,500 533 300 1,100 600 700 *Estimated Volume 2024 Traffic Volume and Collision Data Page 248 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location VOL LANE VOL GRANITE REEF & INDIAN SCHOOL - EASTBOUND GRANITE REEF & INDIAN SCHOOL - WESTBOUND GRANITE REEF & INDIAN SCHOOL - NORTHBOUND GRANITE REEF & INDIAN SCHOOL - SOUTHBOUND GRANITE REEF & CAMELBACK - EASTBOUND GRANITE REEF & CAMELBACK - WESTBOUND GRANITE REEF & CAMELBACK - NORTHBOUND GRANITE REEF & CAMELBACK - SOUTHBOUND GRANITE REEF & CHAPARRAL - EASTBOUND GRANITE REEF & CHAPARRAL - WESTBOUND GRANITE REEF & CHAPARRAL - NORTHBOUND GRANITE REEF & CHAPARRAL - SOUTHBOUND GRANITE REEF & MCDONALD - EASTBOUND GRANITE REEF & MCDONALD - WESTBOUND GRANITE REEF & MCDONALD - NORTHBOUND GRANITE REEF & MCDONALD - SOUTHBOUND APPROACH NAME 20,000 19,800 700 3,900 1,700* 2,000* 700* 1,200* 10,800* 10,700* 1,700* 2,500* 11,700* 11,600* 3,500* 2,200* 5,000 4,950 233 1,300 850 1,000 350 600 3,600 3,567 850 1,250 3,900 3,867 1,167 733 84TH & CACTUS - EASTBOUND 84TH & CACTUS - WESTBOUND 84TH & CACTUS - NORTHBOUND 84TH & CACTUS - SOUTHBOUND 11,500 18,600 400 1,300 3,833 6,200 200 650 PERIMETER & PRINCESS - EASTBOUND PERIMETER & PRINCESS - WESTBOUND PERIMETER & PRINCESS - NORTHBOUND PERIMETER & PRINCESS - SOUTHBOUND PERIMETER & BELL - EASTBOUND PERIMETER & BELL - WESTBOUND PERIMETER & BELL - NORTHBOUND PERIMETER & BELL - SOUTHBOUND 4,300 5,900 1,800 800 4,300 5,100 1,100 3,700 1,075 1,475 450 267 1,433 1,275 367 1,233 NORTHSIGHT & RAINTREE - EASTBOUND NORTHSIGHT & RAINTREE - WESTBOUND NORTHSIGHT & RAINTREE - NORTHBOUND NORTHSIGHT & RAINTREE - SOUTHBOUND 7,800 15,400 5,800 8,200 1,950 3,850 1,933 1,640 PIMA & MCDOWELL - EASTBOUND PIMA & MCDOWELL - WESTBOUND PIMA & MCDOWELL - SOUTHBOUND PIMA & THOMAS - EASTBOUND PIMA & THOMAS - WESTBOUND PIMA & THOMAS - NORTHBOUND PIMA & THOMAS - SOUTHBOUND PIMA & INDIAN SCHOOL - EASTBOUND PIMA & INDIAN SCHOOL - WESTBOUND PIMA & INDIAN SCHOOL - NORTHBOUND PIMA & INDIAN SCHOOL - SOUTHBOUND PIMA & CHAPARRAL - EASTBOUND PIMA & CHAPARRAL - WESTBOUND PIMA & CHAPARRAL - NORTHBOUND PIMA & CHAPARRAL - SOUTHBOUND PIMA & MCDONALD - EASTBOUND PIMA & MCDONALD - WESTBOUND PIMA & MCDONALD - NORTHBOUND PIMA & MCDONALD - SOUTHBOUND PIMA & INDIAN BEND - EASTBOUND PIMA & INDIAN BEND - WESTBOUND PIMA & INDIAN BEND - NORTHBOUND 13,900* 13,000* 1,300* 18,600* 20,000* 4,100* 4,900* 17,500 20,200* 2,500* 3,500* 15,600* 14,000* 4,400* 4,800* 14,600* 13,400* 3,000* 5,400* 10,100 11,100 4,900 3,475 4,333 433 6,200 5,000 1,367 1,633 5,833 6,733 1,250 1,167 5,200 3,500 1,467 1,600 3,650 4,467 750 1,350 2,525 2,220 1,225 *Estimated Volume 2024 Traffic Volume and Collision Data Page 249 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME VOL LANE VOL PIMA & INDIAN BEND - SOUTHBOUND PIMA & VIA DE VENTURA - EASTBOUND PIMA & VIA DE VENTURA - WESTBOUND PIMA & VIA DE VENTURA - NORTHBOUND PIMA & VIA DE VENTURA - SOUTHBOUND 6,400 12,700 7,500 6,300 10,800 1,600 3,175 1,500 1,575 2,700 PIMA & LEGACY - EASTBOUND PIMA & LEGACY - WESTBOUND PIMA & LEGACY - NORTHBOUND PIMA & LEGACY - SOUTHBOUND PIMA & HUALAPAI - EASTBOUND PIMA & HUALAPAI - WESTBOUND PIMA & HUALAPAI - NORTHBOUND PIMA & HUALAPAI - SOUTHBOUND PIMA & THOMPSON PEAK - EASTBOUND PIMA & THOMPSON PEAK - WESTBOUND PIMA & THOMPSON PEAK - NORTHBOUND PIMA & THOMPSON PEAK - SOUTHBOUND PIMA & PINNACLE PEAK - EASTBOUND PIMA & PINNACLE PEAK - WESTBOUND PIMA & PINNACLE PEAK - NORTHBOUND PIMA & PINNACLE PEAK - SOUTHBOUND PIMA & HAPPY VALLEY - EASTBOUND PIMA & HAPPY VALLEY - WESTBOUND PIMA & HAPPY VALLEY - NORTHBOUND PIMA & HAPPY VALLEY - SOUTHBOUND PIMA & JOMAX - EASTBOUND PIMA & JOMAX - WESTBOUND PIMA & JOMAX - NORTHBOUND PIMA & JOMAX - SOUTHBOUND PIMA & DYNAMITE - EASTBOUND PIMA & DYNAMITE - WESTBOUND PIMA & DYNAMITE - NORTHBOUND PIMA & DYNAMITE - SOUTHBOUND PIMA & DIXILETA - EASTBOUND PIMA & DIXILETA - NORTHBOUND PIMA & DIXILETA - SOUTHBOUND PIMA & LONE MOUNTAIN - EASTBOUND PIMA & LONE MOUNTAIN - NORTHBOUND PIMA & LONE MOUNTAIN - SOUTHBOUND PIMA & WESTLAND - EASTBOUND PIMA & WESTLAND - WESTBOUND PIMA & WESTLAND - NORTHBOUND PIMA & WESTLAND - SOUTHBOUND PIMA & STAGECOACH - EASTBOUND PIMA & STAGECOACH - WESTBOUND PIMA & STAGECOACH - NORTHBOUND PIMA & STAGECOACH - SOUTHBOUND 1,000 7,100 24,900 23,500 1,100 1,100 21,900 21,900 10,200 8,500 20,400 26,800 8,700 5,600 21,600 22,300 2,400 10,800 22,400 14,200 800 300 13,400 13,000 6,000 13,800 13,800 9,300 600 6,000 6,100 2,300 5,600 5,900 1,400 1,100 5,600 5,100 600 1,000 6,100 5,800 250 1,420 4,980 3,917 367 550 4,380 4,380 2,040 1,700 3,400 4,467 1,740 1,120 4,320 4,460 800 2,700 5,600 4,733 800 300 4,467 4,333 2,000 3,450 4,600 2,325 300 3,000 3,050 1,150 2,800 2,950 467 550 1,867 1,700 600 1,000 3,050 2,900 101 FREEWAY & SHEA - EASTBOUND 101 FREEWAY & SHEA - WESTBOUND 101 FREEWAY & SHEA - NORTHBOUND 101 FREEWAY & SHEA - SOUTHBOUND 101 FREEWAY & CACTUS - EASTBOUND 101 FREEWAY & CACTUS - WESTBOUND 101 FREEWAY & CACTUS - NORTHBOUND 101 FREEWAY & CACTUS - SOUTHBOUND 101 FREEWAY & RAINTREE - EASTBOUND 24,400* 34,300* 13,400* 17,400* 8,900* 10,000* 14,900* 8,800* 13,900* 4,067 5,717 3,350 5,800 1,780 2,000 4,967 2,933 2,780 *Estimated Volume 2024 Traffic Volume and Collision Data Page 250 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location VOL LANE VOL 101 FREEWAY & RAINTREE - WESTBOUND 101 FREEWAY & RAINTREE - NORTHBOUND 101 FREEWAY & RAINTREE - SOUTHBOUND 101 FREEWAY & FRANK LLOYD WRIGHT - EASTBOUND 101 FREEWAY & FRANK LLOYD WRIGHT - WESTBOUND 101 FREEWAY & FRANK LLOYD WRIGHT - NORTHBOUND 101 FREEWAY & FRANK LLOYD WRIGHT - SOUTHBOUND 101 FREEWAY & BELL - EASTBOUND 101 FREEWAY & BELL - WESTBOUND 101 FREEWAY & BELL - NORTHBOUND 101 FREEWAY & BELL - SOUTHBOUND 101 FREEWAY & PIMA/PRINCESS - EASTBOUND 101 FREEWAY & PIMA/PRINCESS - WESTBOUND 101 FREEWAY & PIMA/PRINCESS - NORTHBOUND 101 FREEWAY & PIMA/PRINCESS - SOUTHBOUND APPROACH NAME 17,400* 15,500* 14,200* 22,800 18,400 7,400* 10,400* 7,000* 11,600* 10,900* 6,300* 8,100* 19,300* 19,300* 16,200 3,480 3,100 2,840 3,800 2,629 1,233 2,080 1,750 2,320 1,817 1,050 1,620 3,860 3,860 2,700 90TH & VIA LINDA - EASTBOUND 90TH & VIA LINDA - WESTBOUND 90TH & VIA LINDA - NORTHBOUND 90TH & VIA LINDA - SOUTHBOUND 90TH & MOUNTAIN VIEW - EASTBOUND 90TH & MOUNTAIN VIEW - WESTBOUND 90TH & MOUNTAIN VIEW - NORTHBOUND 90TH & MOUNTAIN VIEW - SOUTHBOUND 90TH & SHEA - EASTBOUND 90TH & SHEA - WESTBOUND 90TH & SHEA - NORTHBOUND 90TH & SHEA - SOUTHBOUND 90TH & THUNDERBIRD - EASTBOUND 90TH & THUNDERBIRD - WESTBOUND 90TH & THUNDERBIRD - NORTHBOUND 90TH & THUNDERBIRD - SOUTHBOUND 3,500 14,200 21,700 8,700 6,100 7,200 9,700 7,000 27,500 24,900 9,900 2,000 4,100 2,600 1,500 500 1,167 4,733 5,425 2,900 2,033 2,400 3,233 1,750 5,500 4,150 2,475 500 1,025 650 1,500 500 90TH/REDFIELD & RAINTREE - EASTBOUND 90TH/REDFIELD & RAINTREE - WESTBOUND 90TH/REDFIELD & RAINTREE - NORTHBOUND 90TH/REDFIELD & RAINTREE - SOUTHBOUND 12,100* 10,400* 1,900* 2,500* 3,025 3,467 633 833 92ND & MOUNTAIN VIEW - EASTBOUND 92ND & MOUNTAIN VIEW - WESTBOUND 92ND & MOUNTAIN VIEW - NORTHBOUND 92ND & MOUNTAIN VIEW - SOUTHBOUND 92ND & SHEA - EASTBOUND 92ND & SHEA - WESTBOUND 92ND & SHEA - NORTHBOUND 92ND & SHEA - SOUTHBOUND 92ND & CHOLLA - EASTBOUND 92ND & CHOLLA - WESTBOUND 92ND & CHOLLA - NORTHBOUND 92ND & CHOLLA - SOUTHBOUND 500 4,000 8,000 5,600 29,400 21,200 10,100 8,200 1,100 600 7,300 6,500 250 2,000 2,000 1,400 4,900 3,533 2,020 1,640 550 300 2,433 2,167 92ND & THUNDERBIRD - EASTBOUND 92ND & THUNDERBIRD - WESTBOUND 92ND & THUNDERBIRD - NORTHBOUND 92ND & THUNDERBIRD - SOUTHBOUND 92ND & RAINTREE - EASTBOUND 92ND & RAINTREE - WESTBOUND 92ND & RAINTREE - NORTHBOUND 5,400 2,500 800 1,100 10,500 9,800 1,200 1,350 833 400 367 2,625 3,267 400 *Estimated Volume 2024 Traffic Volume and Collision Data Page 251 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME VOL LANE VOL 92ND & RAINTREE - SOUTHBOUND 92ND/100TH & FRANK LLOYD WRIGHT - EASTBOUND 92ND/100TH & FRANK LLOYD WRIGHT - WESTBOUND 92ND/100TH & FRANK LLOYD WRIGHT - NORTHBOUND 92ND/100TH & FRANK LLOYD WRIGHT - SOUTHBOUND 1,100 16,500* 14,600* 1,200* 4,400* 367 4,125 3,650 400 1,467 94TH & CACTUS - EASTBOUND 94TH & CACTUS - WESTBOUND 94TH & CACTUS - NORTHBOUND 94TH & CACTUS - SOUTHBOUND 94TH & SWEETWATER - EASTBOUND 94TH & SWEETWATER - WESTBOUND 94TH & SWEETWATER - NORTHBOUND 94TH & SWEETWATER - SOUTHBOUND 94TH & THUNDERBIRD - EASTBOUND 94TH & THUNDERBIRD - WESTBOUND 94TH & THUNDERBIRD - NORTHBOUND 94TH & THUNDERBIRD - SOUTHBOUND THOMPSON PEAK & RAINTREE - EASTBOUND THOMPSON PEAK & RAINTREE - WESTBOUND THOMPSON PEAK & RAINTREE - NORTHBOUND THOMPSON PEAK & RAINTREE - SOUTHBOUND THOMPSON PEAK & FRANK LLOYD WRIGHT - EASTBOUND THOMPSON PEAK & FRANK LLOYD WRIGHT - WESTBOUND THOMPSON PEAK & FRANK LLOYD WRIGHT - NORTHBOUND THOMPSON PEAK & FRANK LLOYD WRIGHT - SOUTHBOUND THOMPSON PEAK & 100TH - EASTBOUND THOMPSON PEAK & 100TH - WESTBOUND THOMPSON PEAK & 100TH - NORTHBOUND THOMPSON PEAK & 100TH - SOUTHBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - EASTBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - WESTBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - NORTHBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - SOUTHBOUND THOMPSON PEAK & BELL - EASTBOUND THOMPSON PEAK & BELL - WESTBOUND THOMPSON PEAK & BELL - NORTHBOUND THOMPSON PEAK & BELL - SOUTHBOUND THOMPSON PEAK & LEGACY - EASTBOUND THOMPSON PEAK & LEGACY - WESTBOUND THOMPSON PEAK & LEGACY - NORTHBOUND THOMPSON PEAK & LEGACY - SOUTHBOUND THOMPSON PEAK & HORSESHOE CANYON - EASTBOUND THOMPSON PEAK & HORSESHOE CANYON - WESTBOUND THOMPSON PEAK & HORSESHOE CANYON - NORTHBOUND THOMPSON PEAK & HORSESHOE CANYON - SOUTHBOUND THOMPSON PEAK & WINDGATE PASS - EASTBOUND THOMPSON PEAK & WINDGATE PASS - WESTBOUND THOMPSON PEAK & WINDGATE PASS - NORTHBOUND THOMPSON PEAK & WINDGATE PASS - SOUTHBOUND 11,000 7,700 6,500 7,100 1,000 1,000 6,500 6,600 2,800 2,300 6,800 6,400 10,100 4,100 9,800 10,000 17,400 14,900 11,200 10,600 2,100 4,600 12,900 17,600 2,600* 11,100* 18,500* 9,300* 7,000 2,500 8,200 8,600 5,400 5,500* 8,000 7,600 800 1,400 7,700 6,600 600 1,900 6,800 5,900 3,667 2,567 1,625 1,775 333 333 2,167 2,200 933 767 2,267 1,600 2,525 1,367 2,450 2,500 4,350 2,980 2,240 2,120 700 1,533 3,225 3,520 520 2,220 3,083 1,860 2,333 833 2,050 2,150 1,350 2,750 1,600 1,900 267 467 1,925 1,650 200 633 1,700 1,475 94TH & BELL - EASTBOUND 94TH & BELL - WESTBOUND 94TH & BELL - NORTHBOUND 94TH & BELL - SOUTHBOUND 94TH & LEGACY - EASTBOUND 94TH & LEGACY - WESTBOUND 94TH & LEGACY - NORTHBOUND 9,800 9,500 3,200 3,300 6,700 4,900 1,900 2,450 3,167 800 1,100 1,675 1,225 633 *Estimated Volume 2024 Traffic Volume and Collision Data Page 252 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME VOL LANE VOL 94TH & LEGACY - SOUTHBOUND 2,000 667 96TH & VIA LINDA - EASTBOUND 96TH & VIA LINDA - WESTBOUND 96TH & VIA LINDA - NORTHBOUND 96TH & VIA LINDA - SOUTHBOUND 96TH & MOUNTAIN VIEW - EASTBOUND 96TH & MOUNTAIN VIEW - WESTBOUND 96TH & MOUNTAIN VIEW - NORTHBOUND 96TH & MOUNTAIN VIEW - SOUTHBOUND 96TH & SHEA - EASTBOUND 96TH & SHEA - WESTBOUND 96TH & SHEA - NORTHBOUND 96TH & SHEA - SOUTHBOUND 96TH & CHOLLA - EASTBOUND 96TH & CHOLLA - WESTBOUND 96TH & CHOLLA - NORTHBOUND 96TH & CHOLLA - SOUTHBOUND 96TH & CACTUS - EASTBOUND 96TH & CACTUS - WESTBOUND 96TH & CACTUS - NORTHBOUND 96TH & CACTUS - SOUTHBOUND 96TH & SWEETWATER - EASTBOUND 96TH & SWEETWATER - WESTBOUND 96TH & SWEETWATER - NORTHBOUND 96TH & SWEETWATER - SOUTHBOUND 96TH & THUNDERBIRD - EASTBOUND 96TH & THUNDERBIRD - WESTBOUND 96TH & THUNDERBIRD - NORTHBOUND 96TH & THUNDERBIRD - SOUTHBOUND 11,700 9,400 200 2,800 2,900 3,500 2,400 4,200 18,500 20,400 5,800 4,300 500 400 3,900 3,600 7,700 5,300 3,700 2,200 1,100 1,400 1,900 1,700 2,100 1,900 1,900 600 3,900 3,133 67 933 1,450 1,750 800 1,400 3,700 4,080 1,450 1,075 500 400 3,900 3,600 2,567 1,767 1,233 733 1,100 1,400 1,900 1,700 700 633 633 300 98TH & BELL - EASTBOUND 98TH & BELL - WESTBOUND 98TH & BELL - NORTHBOUND 98TH & BELL - SOUTHBOUND 6,500 5,200 900 300 1,625 1,300 300 100 100TH & CACTUS - EASTBOUND 100TH & CACTUS - WESTBOUND 100TH & CACTUS - SOUTHBOUND 100TH & SWEETWATER - EASTBOUND 100TH & SWEETWATER - WESTBOUND 100TH & SWEETWATER - NORTHBOUND 100TH & SWEETWATER - SOUTHBOUND 100TH & FRANK LLOYD WRIGHT - EASTBOUND 100TH & FRANK LLOYD WRIGHT - WESTBOUND 100TH & FRANK LLOYD WRIGHT - NORTHBOUND 100TH & FRANK LLOYD WRIGHT - SOUTHBOUND 4,800 3,400 2,000 900 1,000 1,600 1,900 12,400 13,300 1,500 2,800 4,800 3,400 2,000 450 500 800 950 3,100 3,325 500 933 VIA LINDA & VIA DE VENTURA - EASTBOUND VIA LINDA & VIA DE VENTURA - WESTBOUND VIA LINDA & VIA DE VENTURA - NORTHBOUND VIA LINDA & VIA DE VENTURA - SOUTHBOUND VIA LINDA & MOUNTAIN VIEW - EASTBOUND VIA LINDA & MOUNTAIN VIEW - WESTBOUND VIA LINDA & MOUNTAIN VIEW - NORTHBOUND VIA LINDA & MOUNTAIN VIEW - SOUTHBOUND VIA LINDA & SHEA - EASTBOUND VIA LINDA & SHEA - WESTBOUND 7,500 6,800 400 2,600 9,500 3,400 4,600 6,500 18,200 17,200 2,500 2,267 400 1,300 3,167 1,133 1,533 2,167 3,033 2,867 *Estimated Volume 2024 Traffic Volume and Collision Data Page 253 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME VOL LANE VOL VIA LINDA & SHEA - NORTHBOUND VIA LINDA & SHEA - SOUTHBOUND 8,600 5,600 2,150 1,400 104TH & CACTUS - EASTBOUND 104TH & CACTUS - WESTBOUND 104TH & CACTUS - NORTHBOUND 104TH & CACTUS - SOUTHBOUND 104TH & SWEETWATER - EASTBOUND 104TH & SWEETWATER - WESTBOUND 104TH & SWEETWATER - NORTHBOUND 2,800 1,900 1,100 700 700 900 600 2,800 1,900 1,100 700 700 900 600 ALMA SCHOOL & HAPPY VALLEY - EASTBOUND ALMA SCHOOL & HAPPY VALLEY - WESTBOUND ALMA SCHOOL & HAPPY VALLEY - NORTHBOUND ALMA SCHOOL & HAPPY VALLEY - SOUTHBOUND 8,100* 4,200* 300* 4,200* 2,700 1,400 300 1,400 ALMA SCHOOL & DYNAMITE - EASTBOUND ALMA SCHOOL & DYNAMITE - WESTBOUND ALMA SCHOOL & DYNAMITE - NORTHBOUND ALMA SCHOOL & DYNAMITE - SOUTHBOUND 9,500* 8,100* 2,700* 900* 2,375 2,700 900 300 FRANK LLOYD WRIGHT & SHEA - EASTBOUND FRANK LLOYD WRIGHT & SHEA - WESTBOUND FRANK LLOYD WRIGHT & SHEA - NORTHBOUND FRANK LLOYD WRIGHT & SHEA - SOUTHBOUND FRANK LLOYD WRIGHT & VIA LINDA - EASTBOUND FRANK LLOYD WRIGHT & VIA LINDA - WESTBOUND FRANK LLOYD WRIGHT & VIA LINDA - NORTHBOUND FRANK LLOYD WRIGHT & VIA LINDA - SOUTHBOUND FRANK LLOYD WRIGHT & CACTUS - EASTBOUND FRANK LLOYD WRIGHT & CACTUS - WESTBOUND FRANK LLOYD WRIGHT & CACTUS - NORTHBOUND FRANK LLOYD WRIGHT & CACTUS - SOUTHBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - EASTBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - WESTBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - NORTHBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - SOUTHBOUND FRANK LLOYD WRIGHT & RAINTREE - EASTBOUND FRANK LLOYD WRIGHT & RAINTREE - WESTBOUND FRANK LLOYD WRIGHT & RAINTREE - NORTHBOUND FRANK LLOYD WRIGHT & RAINTREE - SOUTHBOUND 18,400 22,300 1,900 9,600 5,500 8,200 11,700 14,600 2,300 700 16,200 14,000 11,900 14,300 2,100 200 10,700 14,500 3,700 1,000 3,680 4,460 633 1,920 1,375 2,050 2,340 2,920 1,150 700 4,050 3,500 3,967 4,767 525 50 3,567 7,250 925 250 117TH & MOUNTAIN VIEW - EASTBOUND 117TH & MOUNTAIN VIEW - WESTBOUND 117TH & MOUNTAIN VIEW - SOUTHBOUND 1,800 900 1,200 900 900 600 124TH & SHEA - EASTBOUND 124TH & SHEA - WESTBOUND 124TH & SHEA - NORTHBOUND 124TH & SHEA - SOUTHBOUND 124TH & VIA LINDA - EASTBOUND 124TH & VIA LINDA - WESTBOUND 124TH & VIA LINDA - NORTHBOUND 124TH & VIA LINDA - SOUTHBOUND 20,400 21,700 1,100 2,700 6,900 5,700 2,600 1,000 4,080 4,340 367 900 1,725 1,900 867 500 130TH & SHEA - EASTBOUND 130TH & SHEA - WESTBOUND 130TH & SHEA - NORTHBOUND 22,900 16,500 1,100 4,580 3,300 550 *Estimated Volume 2024 Traffic Volume and Collision Data Page 254 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Location APPROACH NAME VOL LANE VOL 130TH & SHEA - SOUTHBOUND 1,500 500 132ND & VIA LINDA - EASTBOUND 132ND & VIA LINDA - WESTBOUND 132ND & VIA LINDA - NORTHBOUND 132ND & VIA LINDA - SOUTHBOUND 2,900 1,200 3,100 2,200 967 600 1,550 2,200 136TH & SHEA - EASTBOUND 136TH & SHEA - WESTBOUND 136TH & SHEA - NORTHBOUND 136TH & SHEA - SOUTHBOUND 136TH & VIA LINDA - EASTBOUND 136TH & VIA LINDA - WESTBOUND 136TH & VIA LINDA - NORTHBOUND 136TH & VIA LINDA - SOUTHBOUND 11,100 15,100 600 3,200 4,000 3,100 1,300 500 2,220 3,020 200 1,067 2,000 1,550 325 167 *Estimated Volume 2024 Traffic Volume and Collision Data Page 255 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 256 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Intersection Approach Volume 2024 Approach Volume, Sorted by Descending Approach Volume 2024 Traffic Volume and Collision Data Page 257 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume APPROACH NAME VOL LANE VOL RANK 101 FREEWAY & SHEA - WESTBOUND 92ND & SHEA - EASTBOUND SCOTTSDALE & MAYO - SOUTHBOUND SCOTTSDALE & THOMPSON PEAK - NORTHBOUND 90TH & SHEA - EASTBOUND PIMA & THOMPSON PEAK - SOUTHBOUND GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - WESTBOUND SCOTTSDALE & LINCOLN - SOUTHBOUND PIMA & LEGACY - NORTHBOUND 90TH & SHEA - WESTBOUND 34,300* 29,400 28,500 28,200 27,500 26,800 26,200 25,200 24,900 24,900 5,717 4,900 4,750 9,400 5,500 4,467 4,367 5,040 4,980 4,150 1 2 3 4 5 6 7 8 9 10 101 FREEWAY & SHEA - EASTBOUND PIMA & LEGACY - SOUTHBOUND SCOTTSDALE & MCDONALD - SOUTHBOUND HAYDEN & SHEA - WESTBOUND 64TH & SHEA - EASTBOUND SCOTTSDALE & PRINCESS - NORTHBOUND 130TH & SHEA - EASTBOUND SCOTTSDALE & LINCOLN - NORTHBOUND SCOTTSDALE & THUNDERBIRD - NORTHBOUND 101 FREEWAY & FRANK LLOYD WRIGHT - EASTBOUND 24,400* 23,500 23,400 23,100 22,900 22,900 22,900 22,800 22,800 22,800 4,067 3,917 3,900 3,850 5,725 4,580 4,580 4,560 3,800 3,800 11 12 13 14 15 16 17 18 19 20 SCOTTSDALE & MCDONALD - NORTHBOUND SCOTTSDALE & SWEETWATER - NORTHBOUND SCOTTSDALE & CACTUS - SOUTHBOUND 64TH & SHEA - WESTBOUND SCOTTSDALE & CHAPARRAL - SOUTHBOUND SCOTTSDALE & MOUNTAIN VIEW - NORTHBOUND SCOTTSDALE & SWEETWATER - SOUTHBOUND SCOTTSDALE & THUNDERBIRD - SOUTHBOUND PIMA & HAPPY VALLEY - NORTHBOUND 70TH & SHEA - EASTBOUND 22,600 22,600 22,500 22,400 22,400 22,400 22,400 22,400 22,400 22,300 4,520 4,520 4,500 5,600 5,600 4,480 5,600 4,480 5,600 4,460 21 22 23 24 25 26 27 28 29 30 SCOTTSDALE & DOUBLETREE - SOUTHBOUND PIMA & PINNACLE PEAK - SOUTHBOUND FRANK LLOYD WRIGHT & SHEA - WESTBOUND HAYDEN & FRANK LLOYD WRIGHT - WESTBOUND SCOTTSDALE & GRAYHAWK - NORTHBOUND SCOTTSDALE & THOMPSON PEAK - SOUTHBOUND PIMA & HUALAPAI - NORTHBOUND PIMA & HUALAPAI - SOUTHBOUND 90TH & VIA LINDA - NORTHBOUND 124TH & SHEA - WESTBOUND 22,300 22,300 22,300 22,200 22,000 21,900 21,900 21,900 21,700 21,700 5,575 4,460 4,460 3,700 7,333 7,300 4,380 4,380 5,425 4,340 31 32 33 34 35 36 37 38 39 40 SCOTTSDALE & CHOLLA - NORTHBOUND SCOTTSDALE & PINNACLE PEAK - SOUTHBOUND PIMA & PINNACLE PEAK - NORTHBOUND SCOTTSDALE & INDIAN BEND - NORTHBOUND HAYDEN & SHEA - EASTBOUND SCOTTSDALE & CACTUS - NORTHBOUND GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - EASTBOUND 92ND & SHEA - WESTBOUND SCOTTSDALE & DEER VALLEY - SOUTHBOUND SCOTTSDALE & WILLIAMS - NORTHBOUND 21,600 21,600 21,600 21,400 21,300 21,200 21,200 21,200 20,900 20,700 5,400 7,200 4,320 4,280 3,550 3,533 3,533 3,533 6,967 6,900 41 42 43 44 45 46 47 48 49 50 SCOTTSDALE & HAPPY VALLEY - SOUTHBOUND HAYDEN & FRANK LLOYD WRIGHT - EASTBOUND SCOTTSDALE & GRAYHAWK - SOUTHBOUND 20,600 20,500 20,400 6,867 4,100 6,800 51 52 53 *Estimated Volume 2024 Traffic Volume and Collision Data Page 258 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume APPROACH NAME VOL LANE VOL RANK PIMA & THOMPSON PEAK - NORTHBOUND 96TH & SHEA - WESTBOUND 124TH & SHEA - EASTBOUND SCOTTSDALE & DOUBLETREE - NORTHBOUND PIMA & INDIAN SCHOOL - WESTBOUND SCOTTSDALE & FRANK LLOYD WRIGHT - NORTHBOUND GRANITE REEF & INDIAN SCHOOL - EASTBOUND 20,400 20,400 20,400 20,200 20,200* 20,000 20,000 3,400 4,080 4,080 4,040 6,733 3,333 5,000 54 55 56 57 58 59 60 PIMA & THOMAS - WESTBOUND SCOTTSDALE & INDIAN BEND - SOUTHBOUND SCOTTSDALE & 101 FREEWAY - EASTBOUND SCOTTSDALE & DEER VALLEY - NORTHBOUND SCOTTSDALE & MCDOWELL - SOUTHBOUND SCOTTSDALE & CHAPARRAL - NORTHBOUND SCOTTSDALE & CHOLLA - SOUTHBOUND GRANITE REEF & INDIAN SCHOOL - WESTBOUND SCOTTSDALE & SHEA - NORTHBOUND 70TH & SHEA - WESTBOUND 20,000* 19,900 19,900* 19,900 19,800 19,800 19,800 19,800 19,600 19,500 5,000 4,975 3,980 6,633 3,300 4,950 4,950 4,950 4,900 3,900 61 62 63 64 65 66 67 68 69 70 101 FREEWAY & PIMA/PRINCESS - WESTBOUND 101 FREEWAY & PIMA/PRINCESS - NORTHBOUND SCOTTSDALE & GREENWAY-HAYDEN - NORTHBOUND SCOTTSDALE & BUTHERUS - NORTHBOUND SCOTTSDALE & FRANK LLOYD WRIGHT - SOUTHBOUND SCOTTSDALE & JOMAX - NORTHBOUND SCOTTSDALE & MCCORMICK - NORTHBOUND SCOTTSDALE & 101 FREEWAY - NORTHBOUND SCOTTSDALE & THOMAS - SOUTHBOUND MILLER & MCDOWELL - EASTBOUND 19,300* 19,300* 19,200 19,100 19,100 19,100 19,000 18,800 18,700 18,700 3,860 3,860 3,200 3,183 3,820 4,775 4,750 3,133 3,117 4,675 71 72 73 74 75 76 77 78 79 80 84TH & CACTUS - WESTBOUND PIMA & THOMAS - EASTBOUND SCOTTSDALE & CACTUS - WESTBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - NORTHBOUND 96TH & SHEA - EASTBOUND SCOTTSDALE & MCCORMICK - SOUTHBOUND 101 FREEWAY & FRANK LLOYD WRIGHT - WESTBOUND FRANK LLOYD WRIGHT & SHEA - EASTBOUND SCOTTSDALE & PRINCESS - SOUTHBOUND SCOTTSDALE & PARADISE - SOUTHBOUND 18,600 18,600* 18,500 18,500* 18,500 18,400 18,400 18,400 18,300 18,200 6,200 6,200 3,700 3,083 3,700 4,600 2,629 3,680 3,660 3,640 81 82 83 84 85 86 87 88 89 90 VIA LINDA & SHEA - EASTBOUND SCOTTSDALE & SHEA - EASTBOUND HAYDEN & THOMPSON PEAK - NORTHBOUND SCOTTSDALE & SHEA - SOUTHBOUND HAYDEN & CACTUS - EASTBOUND SCOTTSDALE & GREENWAY-HAYDEN - SOUTHBOUND SCOTTSDALE & WILLIAMS - SOUTHBOUND SCOTTSDALE & PINNACLE PEAK - NORTHBOUND HAYDEN & INDIAN SCHOOL - WESTBOUND SCOTTSDALE & SHEA - WESTBOUND 18,200 18,100 18,100 18,000 18,000 17,900 17,900 17,800 17,800 17,600 3,033 4,525 4,525 4,500 4,500 2,983 5,967 4,450 3,560 4,400 91 92 93 94 95 96 97 98 99 100 SCOTTSDALE & HAPPY VALLEY - NORTHBOUND SCOTTSDALE & DYNAMITE - NORTHBOUND THOMPSON PEAK & 100TH - SOUTHBOUND PIMA & INDIAN SCHOOL - EASTBOUND 101 FREEWAY & SHEA - SOUTHBOUND 101 FREEWAY & RAINTREE - WESTBOUND 17,600 17,600 17,600 17,500 17,400* 17,400* 5,867 4,400 3,520 5,833 5,800 3,480 101 102 103 104 105 106 *Estimated Volume 2024 Traffic Volume and Collision Data Page 259 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume VOL LANE VOL RANK THOMPSON PEAK & FRANK LLOYD WRIGHT - EASTBOUND SCOTTSDALE & THOMAS - NORTHBOUND MILLER & MCDOWELL - WESTBOUND SCOTTSDALE & PARADISE - NORTHBOUND APPROACH NAME 17,400 17,300 17,300 17,200 4,350 2,883 4,325 3,440 107 108 109 110 SCOTTSDALE & FRANK LLOYD WRIGHT - EASTBOUND VIA LINDA & SHEA - WESTBOUND SCOTTSDALE & BUTHERUS - SOUTHBOUND SCOTTSDALE & FRANK LLOYD WRIGHT - WESTBOUND 68TH & MCDOWELL - EASTBOUND 68TH & CAMELBACK - WESTBOUND SCOTTSDALE & JOMAX - SOUTHBOUND 64TH & MCDOWELL - EASTBOUND HAYDEN & MCDOWELL - EASTBOUND 92ND/100TH & FRANK LLOYD WRIGHT - EASTBOUND 17,200 17,200 16,900 16,900 16,700 16,700 16,700 16,500 16,500 16,500* 2,867 2,867 2,817 2,817 3,340 4,175 4,175 3,300 3,300 4,125 111 112 113 114 115 116 117 118 119 120 130TH & SHEA - WESTBOUND SCOTTSDALE & MCDOWELL - NORTHBOUND MILLER & INDIAN SCHOOL - WESTBOUND HAYDEN & CACTUS - WESTBOUND GRANITE REEF & MCDOWELL - WESTBOUND 101 FREEWAY & PIMA/PRINCESS - SOUTHBOUND FRANK LLOYD WRIGHT & CACTUS - NORTHBOUND 64TH & CACTUS - EASTBOUND HAYDEN & THOMAS - EASTBOUND SCOTTSDALE & MCKELLIPS - NORTHBOUND 16,500 16,400 16,400 16,400 16,300 16,200 16,200 16,100 16,000 15,900 3,300 3,280 4,100 4,100 4,075 2,700 4,050 5,367 4,000 3,180 121 122 123 124 125 126 127 128 129 130 HAYDEN & INDIAN SCHOOL - EASTBOUND HAYDEN & INDIAN BEND - SOUTHBOUND SCOTTSDALE & MCDOWELL - EASTBOUND SCOTTSDALE & OAK - NORTHBOUND SCOTTSDALE & LONE MOUNTAIN - NORTHBOUND SCOTTSDALE & LONE MOUNTAIN - SOUTHBOUND 64TH & CACTUS - WESTBOUND 68TH & INDIAN SCHOOL - EASTBOUND SCOTTSDALE & ROOSEVELT - NORTHBOUND SCOTTSDALE & 101 FREEWAY - SOUTHBOUND 15,900 15,900 15,800 15,800 15,800 15,800 15,700 15,700 15,700* 15,700 3,180 3,975 2,633 3,950 3,950 5,267 5,233 3,925 3,925 2,617 131 132 133 134 135 136 137 138 139 140 SCOTTSDALE & CACTUS - EASTBOUND HAYDEN & VIA DE VENTURA - NORTHBOUND PIMA & CHAPARRAL - EASTBOUND 64TH & CAMELBACK - WESTBOUND 101 FREEWAY & RAINTREE - NORTHBOUND HAYDEN & MOUNTAIN VIEW - NORTHBOUND GRANITE REEF & MCDOWELL - EASTBOUND NORTHSIGHT & RAINTREE - WESTBOUND 64TH & CAMELBACK - EASTBOUND SCOTTSDALE & CAMELBACK - SOUTHBOUND 15,600 15,600 15,600* 15,500 15,500* 15,400 15,400 15,400 15,300 15,300 3,120 2,600 5,200 3,875 3,100 3,850 3,080 3,850 5,100 3,060 141 142 143 144 145 146 147 148 149 150 68TH & CAMELBACK - EASTBOUND SCOTTSDALE & MCKELLIPS - SOUTHBOUND SCOTTSDALE & OAK - SOUTHBOUND SCOTTSDALE & THOMAS - WESTBOUND 136TH & SHEA - WESTBOUND SCOTTSDALE & CAMELBACK - EASTBOUND HAYDEN & THOMAS - SOUTHBOUND 101 FREEWAY & CACTUS - NORTHBOUND THOMPSON PEAK & FRANK LLOYD WRIGHT - WESTBOUND 15,200 15,200 15,100 15,100 15,100 14,900 14,900 14,900* 14,900 3,800 3,040 3,775 3,020 3,020 2,980 2,980 4,967 2,980 151 152 153 154 155 156 157 158 159 *Estimated Volume 2024 Traffic Volume and Collision Data Page 260 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume VOL LANE VOL RANK SCOTTSDALE & ROOSEVELT - SOUTHBOUND APPROACH NAME 14,800* 3,700 160 SCOTTSDALE & MCDOWELL - WESTBOUND SCOTTSDALE & DYNAMITE - SOUTHBOUND HAYDEN & INDIAN BEND - NORTHBOUND HAYDEN & MCDONALD - SOUTHBOUND PIMA & MCDONALD - EASTBOUND 92ND/100TH & FRANK LLOYD WRIGHT - WESTBOUND FRANK LLOYD WRIGHT & VIA LINDA - SOUTHBOUND SCOTTSDALE & LINCOLN - EASTBOUND FRANK LLOYD WRIGHT & RAINTREE - WESTBOUND HAYDEN & MCKELLIPS - SOUTHBOUND 14,800 14,800 14,800 14,700 14,600* 14,600* 14,600 14,500 14,500 14,300 2,467 3,700 2,960 2,940 3,650 3,650 2,920 3,625 7,250 2,860 161 162 163 164 165 166 167 168 169 170 HAYDEN & THOMAS - WESTBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - WESTBOUND 68TH & INDIAN SCHOOL - WESTBOUND SCOTTSDALE & DIXILETA - NORTHBOUND PIMA & HAPPY VALLEY - SOUTHBOUND 101 FREEWAY & RAINTREE - SOUTHBOUND 90TH & VIA LINDA - WESTBOUND DRINKWATER & INDIAN SCHOOL - WESTBOUND MILLER & INDIAN SCHOOL - EASTBOUND HAYDEN & MCDOWELL - WESTBOUND 14,300 14,300 14,200 14,200 14,200 14,200* 14,200 14,100 14,000 14,000 3,575 4,767 3,550 4,733 4,733 2,840 4,733 4,050 3,500 2,333 171 172 173 174 175 176 177 178 179 180 HAYDEN & OAK - SOUTHBOUND GRANITE REEF & THOMAS - EASTBOUND PIMA & CHAPARRAL - WESTBOUND FRANK LLOYD WRIGHT & CACTUS - SOUTHBOUND SCOTTSDALE & MAYO - NORTHBOUND HAYDEN & MCDONALD - NORTHBOUND GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - SOUTHBOUND PIMA & MCDOWELL - EASTBOUND 101 FREEWAY & RAINTREE - EASTBOUND SCOTTSDALE & THOMAS - EASTBOUND 14,000 14,000 14,000* 14,000 13,900 13,900 13,900 13,900* 13,900* 13,800 3,500 3,500 3,500 3,500 2,317 2,780 2,780 3,475 2,780 2,760 181 182 183 184 185 186 187 188 189 190 SCOTTSDALE & ASHLER HILLS - NORTHBOUND PIMA & DYNAMITE - WESTBOUND PIMA & DYNAMITE - NORTHBOUND 64TH & MCDOWELL - WESTBOUND SCOTTSDALE & DIXILETA - SOUTHBOUND HAYDEN & THOMAS - NORTHBOUND 68TH & MCDOWELL - WESTBOUND HAYDEN & MCCORMICK - NORTHBOUND 68TH & THOMAS - WESTBOUND HAYDEN & CHAPARRAL - SOUTHBOUND 13,800 13,800 13,800 13,700 13,700 13,700 13,600 13,600* 13,500 13,500 3,450 3,450 4,600 2,740 3,425 3,425 3,400 3,400 4,500 3,375 191 192 193 194 195 196 197 198 199 200 GRANITE REEF & THOMAS - WESTBOUND HAYDEN & MOUNTAIN VIEW - SOUTHBOUND PIMA & MCDONALD - WESTBOUND PIMA & JOMAX - NORTHBOUND 101 FREEWAY & SHEA - NORTHBOUND 100TH & FRANK LLOYD WRIGHT - WESTBOUND SCOTTSDALE & CAMELBACK - NORTHBOUND MILLER & THOMAS - EASTBOUND HAYDEN & MCKELLIPS - NORTHBOUND HAYDEN & CAMELBACK - SOUTHBOUND 13,500 13,400 13,400* 13,400 13,400* 13,300 13,200 13,100 13,100 13,100 4,500 3,350 4,467 4,467 3,350 3,325 2,640 4,367 2,183 2,620 201 202 203 204 205 206 207 208 209 210 HAYDEN & MCCORMICK - SOUTHBOUND 13,100* 3,275 211 *Estimated Volume 2024 Traffic Volume and Collision Data Page 261 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume APPROACH NAME VOL LANE VOL RANK HAYDEN & SWEETWATER - NORTHBOUND HAYDEN & MCDOWELL - SOUTHBOUND HAYDEN & CHAPARRAL - NORTHBOUND PIMA & MCDOWELL - WESTBOUND PIMA & JOMAX - SOUTHBOUND 64TH & THOMAS - WESTBOUND HAYDEN & VIA LINDA - SOUTHBOUND THOMPSON PEAK & 100TH - NORTHBOUND MILLER & THOMAS - WESTBOUND 13,100 13,000 13,000 13,000* 13,000 12,900* 12,900 12,900 12,800 4,367 2,600 2,600 4,333 4,333 4,300 3,225 3,225 4,267 212 213 214 215 216 217 218 219 220 HAYDEN & MCDONALD - WESTBOUND HAYDEN & FRANK LLOYD WRIGHT - NORTHBOUND HAYDEN & PRINCESS - NORTHBOUND 68TH & THOMAS - EASTBOUND HAYDEN & SHEA - NORTHBOUND HAYDEN & CACTUS - NORTHBOUND PIMA & VIA DE VENTURA - EASTBOUND 64TH & INDIAN SCHOOL - WESTBOUND GOLDWATER & CAMELBACK - SOUTHBOUND HAYDEN & VIA DE VENTURA - WESTBOUND 12,800 12,800* 12,800 12,700 12,700 12,700 12,700 12,600* 12,600 12,600 2,560 3,200 3,200 3,175 2,117 2,540 3,175 3,150 2,100 2,520 221 222 223 224 225 226 227 228 229 230 HAYDEN & NORTHSIGHT - NORTHBOUND GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - NORTHBOUND HAYDEN & ROOSEVELT - SOUTHBOUND HAYDEN & CAMELBACK - NORTHBOUND 64TH & THOMAS - NORTHBOUND 100TH & FRANK LLOYD WRIGHT - EASTBOUND HAYDEN & CHAPARRAL - WESTBOUND HAYDEN & VIA DE VENTURA - SOUTHBOUND SCOTTSDALE & 101 FREEWAY - WESTBOUND HAYDEN & INDIAN SCHOOL - SOUTHBOUND 12,600 12,600 12,500 12,500 12,400* 12,400 12,300* 12,300 12,200* 12,200 6,300 3,150 2,500 2,500 4,133 3,100 2,460 2,050 2,440 2,033 231 232 233 234 235 236 237 238 239 240 HAYDEN & MCDONALD - EASTBOUND SCOTTSDALE & MAYO - EASTBOUND MILLER & CAMELBACK - EASTBOUND HAYDEN & VIA LINDA - NORTHBOUND HAYDEN & CACTUS - SOUTHBOUND 90TH/REDFIELD & RAINTREE - EASTBOUND HAYDEN & RAINTREE - NORTHBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - EASTBOUND GOLDWATER & INDIAN SCHOOL - EASTBOUND HAYDEN & 101 FREEWAY - SOUTHBOUND 12,200 12,100 12,100 12,100 12,100 12,100* 11,900* 11,900 11,800 11,700 2,440 2,017 4,033 3,025 2,420 3,025 3,967 3,967 2,360 2,340 241 242 243 244 245 246 247 248 249 250 GRANITE REEF & MCDONALD - EASTBOUND 96TH & VIA LINDA - EASTBOUND FRANK LLOYD WRIGHT & VIA LINDA - NORTHBOUND SCOTTSDALE & INDIAN SCHOOL - WESTBOUND GRANITE REEF & MCDONALD - WESTBOUND 101 FREEWAY & BELL - WESTBOUND HAYDEN & OAK - NORTHBOUND HAYDEN & GRAYHAWK - NORTHBOUND 84TH & CACTUS - EASTBOUND 64TH & MCDOWELL - SOUTHBOUND 11,700* 11,700 11,700 11,600 11,600* 11,600* 11,500 11,500 11,500 11,400 3,900 3,900 2,340 3,867 3,867 2,320 2,875 2,875 3,833 2,850 251 252 253 254 255 256 257 258 259 260 SCOTTSDALE & OSBORN - NORTHBOUND SCOTTSDALE & MCDONALD - WESTBOUND HAYDEN & MCDOWELL - NORTHBOUND HAYDEN & BELL - NORTHBOUND 11,400 11,400 11,400 11,400 2,850 2,280 1,900 2,850 261 262 263 264 *Estimated Volume 2024 Traffic Volume and Collision Data Page 262 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume VOL LANE VOL RANK DRINKWATER & INDIAN SCHOOL - EASTBOUND HAYDEN & ROOSEVELT - NORTHBOUND HAYDEN & 101 FREEWAY - EASTBOUND THOMPSON PEAK & FRANK LLOYD WRIGHT - NORTHBOUND MILLER & DEER VALLEY - NORTHBOUND HAYDEN & REDFIELD - SOUTHBOUND APPROACH NAME 11,300 11,200 11,200* 11,200 11,100 11,100 4,133 2,240 3,733 2,240 2,775 3,700 265 266 267 268 269 270 HAYDEN & THOMPSON PEAK - SOUTHBOUND PIMA & INDIAN BEND - WESTBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - WESTBOUND 136TH & SHEA - EASTBOUND 56TH & THOMAS - EASTBOUND GOLDWATER & CAMELBACK - EASTBOUND 94TH & CACTUS - EASTBOUND HAYDEN & SHEA - SOUTHBOUND 101 FREEWAY & BELL - NORTHBOUND SCOTTSDALE & PINNACLE PEAK - WESTBOUND 11,100 11,100 11,100* 11,100 11,000 11,000 11,000 10,900 10,900* 10,800 2,775 2,220 2,220 2,220 2,750 2,200 3,667 1,817 1,817 3,600 271 272 273 274 275 276 277 278 279 280 GRANITE REEF & CHAPARRAL - EASTBOUND PIMA & VIA DE VENTURA - SOUTHBOUND PIMA & HAPPY VALLEY - WESTBOUND 64TH & OAK - NORTHBOUND SCOTTSDALE & ASHLER HILLS - SOUTHBOUND HAYDEN & CAMELBACK - EASTBOUND GRANITE REEF & CHAPARRAL - WESTBOUND FRANK LLOYD WRIGHT & RAINTREE - EASTBOUND 64TH & THOMAS - EASTBOUND THOMPSON PEAK & FRANK LLOYD WRIGHT - SOUTHBOUND 10,800* 10,800 10,800 10,700 10,700 10,700 10,700* 10,700 10,600* 10,600 3,600 2,700 2,700 3,567 2,675 2,675 3,567 3,567 2,650 2,120 281 282 283 284 285 286 287 288 289 290 60TH & THOMAS - EASTBOUND GOLDWATER & INDIAN SCHOOL - WESTBOUND 92ND & RAINTREE - EASTBOUND 56TH & THOMAS - WESTBOUND SCOTTSDALE & INDIAN SCHOOL - EASTBOUND SCOTTSDALE & CAREFREE - NORTHBOUND 101 FREEWAY & FRANK LLOYD WRIGHT - SOUTHBOUND 90TH/REDFIELD & RAINTREE - WESTBOUND HAYDEN & REDFIELD - NORTHBOUND 60TH & THOMAS - WESTBOUND 10,500 10,500 10,500 10,400 10,400 10,400 10,400* 10,400* 10,300 10,200 2,625 2,625 2,625 3,467 3,467 3,467 2,080 3,467 3,433 3,400 291 292 293 294 295 296 297 298 299 300 64TH & INDIAN SCHOOL - EASTBOUND PIMA & THOMPSON PEAK - EASTBOUND 56TH & CAREFREE - EASTBOUND HAYDEN & INDIAN SCHOOL - NORTHBOUND PIMA & INDIAN BEND - EASTBOUND 92ND & SHEA - NORTHBOUND THOMPSON PEAK & RAINTREE - EASTBOUND 60TH & CAREFREE - EASTBOUND SCOTTSDALE & BUTHERUS - EASTBOUND MILLER & WILLIAMS - NORTHBOUND 10,200* 10,200 10,100 10,100 10,100 10,100 10,100 10,000 10,000 10,000 3,400 2,040 5,050 1,683 2,525 2,020 2,525 5,000 2,000 3,333 301 302 303 304 305 306 307 308 309 310 HAYDEN & PRINCESS - SOUTHBOUND 101 FREEWAY & CACTUS - WESTBOUND THOMPSON PEAK & RAINTREE - SOUTHBOUND SCOTTSDALE & INDIAN SCHOOL - SOUTHBOUND SCOTTSDALE & MOUNTAIN VIEW - SOUTHBOUND 90TH & SHEA - NORTHBOUND SCOTTSDALE & THUNDERBIRD - WESTBOUND 10,000 10,000* 10,000 9,900* 9,900 9,900 9,800 2,500 2,000 2,500 2,475 2,475 2,475 1,960 311 312 313 314 315 316 317 *Estimated Volume 2024 Traffic Volume and Collision Data Page 263 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume APPROACH NAME VOL LANE VOL RANK HAYDEN & SWEETWATER - SOUTHBOUND 92ND & RAINTREE - WESTBOUND THOMPSON PEAK & RAINTREE - NORTHBOUND 9,800 9,800 9,800 3,267 3,267 2,450 318 319 320 94TH & BELL - EASTBOUND HAYDEN & OSBORN - NORTHBOUND 90TH & MOUNTAIN VIEW - NORTHBOUND SCOTTSDALE & WESTLAND - NORTHBOUND HAYDEN & NORTHSIGHT - EASTBOUND FRANK LLOYD WRIGHT & SHEA - SOUTHBOUND HAYDEN & 101 FREEWAY - WESTBOUND 94TH & BELL - WESTBOUND VIA LINDA & MOUNTAIN VIEW - EASTBOUND ALMA SCHOOL & DYNAMITE - EASTBOUND 9,800 9,700 9,700 9,600 9,600 9,600 9,500* 9,500 9,500 9,500* 2,450 2,425 3,233 2,400 9,600 1,920 2,375 3,167 3,167 2,375 321 322 323 324 325 326 327 328 329 330 64TH & OSBORN - NORTHBOUND 64TH & INDIAN SCHOOL - NORTHBOUND HAYDEN & INDIAN BEND - WESTBOUND HAYDEN & GRAYHAWK - SOUTHBOUND 96TH & VIA LINDA - WESTBOUND SCOTTSDALE & PINNACLE PEAK - EASTBOUND MILLER & CAMELBACK - WESTBOUND HAYDEN & OSBORN - SOUTHBOUND PIMA & DYNAMITE - SOUTHBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - SOUTHBOUND 9,400 9,400* 9,400 9,400 9,400 9,300 9,300 9,300 9,300 9,300* 4,700 3,133 1,880 2,350 3,133 3,100 3,100 2,325 2,325 1,860 331 332 333 334 335 336 337 338 339 340 60TH & CAREFREE - WESTBOUND 64TH & THOMAS - SOUTHBOUND SCOTTSDALE & CAMELBACK - WESTBOUND SCOTTSDALE & INDIAN BEND - WESTBOUND SCOTTSDALE & THUNDERBIRD - EASTBOUND MILLER & CHAPARRAL - WESTBOUND GOLDWATER & CAMELBACK - WESTBOUND HAYDEN & INDIAN BEND - EASTBOUND HAYDEN & THOMPSON PEAK - WESTBOUND 101 FREEWAY & CACTUS - EASTBOUND 9,100 9,100* 9,100 9,100 9,000 9,000 8,900 8,900 8,900 8,900* 4,550 3,033 3,033 2,275 3,000 4,500 2,225 2,225 2,225 1,780 341 342 343 344 345 346 347 348 349 350 MILLER & PINNACLE PEAK - EASTBOUND HAYDEN & 101 FREEWAY - NORTHBOUND 101 FREEWAY & CACTUS - SOUTHBOUND 56TH & THOMAS - SOUTHBOUND 68TH & INDIAN SCHOOL - SOUTHBOUND SCOTTSDALE & CHAPARRAL - WESTBOUND PIMA & PINNACLE PEAK - EASTBOUND 90TH & VIA LINDA - SOUTHBOUND SCOTTSDALE & INDIAN SCHOOL - NORTHBOUND MILLER & DEER VALLEY - SOUTHBOUND 8,800 8,800 8,800* 8,700 8,700 8,700 8,700 8,700 8,600* 8,600 2,933 2,200 2,933 2,900 2,900 2,175 1,740 2,900 2,867 2,150 351 352 353 354 355 356 357 358 359 360 THOMPSON PEAK & BELL - SOUTHBOUND VIA LINDA & SHEA - NORTHBOUND 56TH & CAREFREE - WESTBOUND GOLDWATER & INDIAN SCHOOL - SOUTHBOUND GOLDWATER & CAMELBACK - NORTHBOUND MILLER & CHAPARRAL - EASTBOUND HAYDEN & BELL - SOUTHBOUND PIMA & THOMPSON PEAK - WESTBOUND HAYDEN & CHAPARRAL - EASTBOUND SCOTTSDALE & CAREFREE - EASTBOUND 8,600 8,600 8,500 8,500 8,500 8,500 8,500 8,500 8,400* 8,200 2,150 2,150 4,250 2,125 1,700 2,833 2,833 1,700 2,800 2,733 361 362 363 364 365 366 367 368 369 370 *Estimated Volume 2024 Traffic Volume and Collision Data Page 264 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume APPROACH NAME VOL LANE VOL RANK MILLER & PINNACLE PEAK - WESTBOUND HAYDEN & NORTHSIGHT - WESTBOUND NORTHSIGHT & RAINTREE - SOUTHBOUND 92ND & SHEA - SOUTHBOUND THOMPSON PEAK & BELL - NORTHBOUND FRANK LLOYD WRIGHT & VIA LINDA - WESTBOUND 64TH & OSBORN - SOUTHBOUND SCOTTSDALE & WESTLAND - SOUTHBOUND 101 FREEWAY & PIMA/PRINCESS - EASTBOUND ALMA SCHOOL & HAPPY VALLEY - EASTBOUND 8,200 8,200 8,200 8,200 8,200 8,200 8,100 8,100 8,100* 8,100* 2,050 4,100 1,640 1,640 2,050 2,050 2,700 2,025 1,620 2,700 371 372 373 374 375 376 377 378 379 380 ALMA SCHOOL & DYNAMITE - WESTBOUND 68TH & CAMELBACK - NORTHBOUND 76TH & REDFIELD - WESTBOUND 92ND & MOUNTAIN VIEW - NORTHBOUND THOMPSON PEAK & LEGACY - NORTHBOUND 76TH & REDFIELD - EASTBOUND HAYDEN & MCKELLIPS - WESTBOUND HAYDEN & NORTHSIGHT - SOUTHBOUND NORTHSIGHT & RAINTREE - EASTBOUND 94TH & CACTUS - WESTBOUND 8,100* 8,000 8,000* 8,000 8,000 7,900* 7,900 7,800 7,800 7,700 2,700 2,667 4,000 2,000 1,600 3,950 1,975 3,900 1,950 2,567 381 382 383 384 385 386 387 388 389 390 THOMPSON PEAK & HORSESHOE CANYON - NORTHBOUND 96TH & CACTUS - EASTBOUND 56TH & DYNAMITE - EASTBOUND MILLER & PINNACLE PEAK - NORTHBOUND HAYDEN & RAINTREE - WESTBOUND THOMPSON PEAK & LEGACY - SOUTHBOUND PIMA & VIA DE VENTURA - WESTBOUND VIA LINDA & VIA DE VENTURA - EASTBOUND SCOTTSDALE & DOUBLETREE - WESTBOUND HAYDEN & REDFIELD - EASTBOUND 7,700 7,700 7,600 7,600 7,600* 7,600 7,500 7,500 7,400 7,400 1,925 2,567 2,533 1,900 1,900 1,900 1,500 2,500 1,850 2,467 391 392 393 394 395 396 397 398 399 400 101 FREEWAY & FRANK LLOYD WRIGHT - NORTHBOUND 56TH & DYNAMITE - WESTBOUND SCOTTSDALE & GREENWAY-HAYDEN - WESTBOUND 92ND & CHOLLA - NORTHBOUND HAYDEN & RAINTREE - SOUTHBOUND 90TH & MOUNTAIN VIEW - WESTBOUND MILLER & WILLIAMS - SOUTHBOUND HAYDEN & THOMPSON PEAK - EASTBOUND PIMA & LEGACY - WESTBOUND 94TH & CACTUS - SOUTHBOUND 7,400* 7,300 7,300 7,300 7,200* 7,200 7,100 7,100 7,100 7,100 1,233 2,433 1,460 2,433 2,400 2,400 1,775 1,775 1,420 1,775 401 402 403 404 405 406 407 408 409 410 101 FREEWAY & BELL - EASTBOUND 90TH & MOUNTAIN VIEW - SOUTHBOUND THOMPSON PEAK & BELL - EASTBOUND SCOTTSDALE & DYNAMITE - WESTBOUND 124TH & VIA LINDA - EASTBOUND HAYDEN & VIA DE VENTURA - EASTBOUND 94TH & THUNDERBIRD - NORTHBOUND THOMPSON PEAK & WINDGATE PASS - NORTHBOUND VIA LINDA & VIA DE VENTURA - WESTBOUND 64TH & DYNAMITE - WESTBOUND 7,000* 7,000 7,000 6,900 6,900 6,800 6,800 6,800 6,800 6,700 1,750 1,750 2,333 2,300 1,725 1,360 2,267 1,700 2,267 3,350 411 412 413 414 415 416 417 418 419 420 HAYDEN & MCKELLIPS 94TH & LEGACY - 6,700 6,700 2,233 1,675 421 422 EASTBOUND EASTBOUND *Estimated Volume 2024 Traffic Volume and Collision Data Page 265 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume VOL LANE VOL RANK SCOTTSDALE & CAREFREE - SOUTHBOUND 94TH & SWEETWATER - SOUTHBOUND THOMPSON PEAK & HORSESHOE CANYON - SOUTHBOUND SCOTTSDALE & LONE MOUNTAIN - EASTBOUND 92ND & CHOLLA - SOUTHBOUND 94TH & CACTUS - NORTHBOUND 94TH & SWEETWATER - NORTHBOUND 98TH & BELL - EASTBOUND APPROACH NAME 6,600 6,600 6,600 6,500 6,500 6,500 6,500 6,500 2,200 2,200 1,650 2,167 2,167 1,625 2,167 1,625 423 424 425 426 427 428 429 430 VIA LINDA & MOUNTAIN VIEW - SOUTHBOUND 64TH & MCDOWELL - NORTHBOUND 64TH & DYNAMITE - EASTBOUND PIMA & INDIAN BEND - SOUTHBOUND 94TH & THUNDERBIRD - SOUTHBOUND MILLER & INDIAN SCHOOL - SOUTHBOUND PIMA & VIA DE VENTURA - NORTHBOUND 101 FREEWAY & BELL - SOUTHBOUND PIMA & DIXILETA - SOUTHBOUND PIMA & STAGECOACH - NORTHBOUND 6,500 6,400 6,400 6,400 6,400 6,300 6,300 6,300* 6,100 6,100 2,167 1,600 2,133 1,600 1,600 2,100 1,575 1,050 3,050 3,050 431 432 433 434 435 436 437 438 439 440 90TH & MOUNTAIN VIEW - EASTBOUND 68TH & THOMAS - SOUTHBOUND SCOTTSDALE & BUTHERUS - WESTBOUND PIMA & DYNAMITE - EASTBOUND PIMA & DIXILETA - NORTHBOUND PERIMETER & PRINCESS - WESTBOUND PIMA & LONE MOUNTAIN - SOUTHBOUND THOMPSON PEAK & WINDGATE PASS - SOUTHBOUND HAYDEN & MOUNTAIN VIEW - WESTBOUND NORTHSIGHT & RAINTREE - NORTHBOUND 6,100 6,000 6,000 6,000 6,000 5,900 5,900 5,900 5,800 5,800 2,033 2,000 1,200 2,000 3,000 1,475 2,950 1,475 1,933 1,933 441 442 443 444 445 446 447 448 449 450 PIMA & STAGECOACH - SOUTHBOUND 96TH & SHEA - NORTHBOUND 124TH & VIA LINDA - WESTBOUND SCOTTSDALE & MCKELLIPS - WESTBOUND SCOTTSDALE & DYNAMITE - EASTBOUND PIMA & PINNACLE PEAK - WESTBOUND PIMA & LONE MOUNTAIN - NORTHBOUND PIMA & WESTLAND - NORTHBOUND 92ND & MOUNTAIN VIEW - SOUTHBOUND VIA LINDA & SHEA - SOUTHBOUND 5,800 5,800 5,700 5,600 5,600 5,600 5,600 5,600 5,600 5,600 2,900 1,450 1,900 1,867 1,867 1,120 2,800 1,867 1,400 1,400 451 452 453 454 455 456 457 458 459 460 SCOTTSDALE & LONE MOUNTAIN - WESTBOUND MILLER & MCKELLIPS - WESTBOUND THOMPSON PEAK & LEGACY - WESTBOUND FRANK LLOYD WRIGHT & VIA LINDA - EASTBOUND GOLDWATER & INDIAN SCHOOL - NORTHBOUND SCOTTSDALE & GREENWAY-HAYDEN - EASTBOUND PIMA & MCDONALD - SOUTHBOUND 92ND & THUNDERBIRD - EASTBOUND THOMPSON PEAK & LEGACY - EASTBOUND 96TH & CACTUS - WESTBOUND 5,500 5,500 5,500* 5,500 5,400 5,400 5,400* 5,400 5,400 5,300 1,833 1,833 2,750 1,375 1,800 1,080 1,350 1,350 1,350 1,767 461 462 463 464 465 466 467 468 469 470 68TH & MCDOWELL - SOUTHBOUND 70TH & SHEA - NORTHBOUND SCOTTSDALE & MOUNTAIN VIEW - EASTBOUND HAYDEN & BELL - WESTBOUND 98TH & BELL - WESTBOUND 5,200 5,200 5,200 5,200 5,200 1,733 1,733 1,733 1,300 1,300 471 472 473 474 475 *Estimated Volume 2024 Traffic Volume and Collision Data Page 266 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume APPROACH NAME VOL LANE VOL RANK 64TH & OAK - SOUTHBOUND 68TH & INDIAN SCHOOL - NORTHBOUND DRINKWATER & INDIAN SCHOOL - NORTHBOUND PERIMETER & BELL - WESTBOUND PIMA & WESTLAND - SOUTHBOUND 5,100 5,100 5,100* 5,100 5,100 1,700 1,700 2,300 1,275 1,700 476 477 478 479 480 68TH & THOMAS - NORTHBOUND 68TH & OSBORN - NORTHBOUND SCOTTSDALE & MOUNTAIN VIEW - WESTBOUND 64TH & CHOLLA - SOUTHBOUND 68TH & OAK - SOUTHBOUND 68TH & OSBORN - SOUTHBOUND DRINKWATER & OSBORN - WESTBOUND HAYDEN & MCCORMICK - WESTBOUND PIMA & THOMAS - SOUTHBOUND PIMA & INDIAN BEND - NORTHBOUND 5,000 5,000* 5,000 4,900 4,900 4,900* 4,900 4,900* 4,900* 4,900 1,667 1,667 1,667 2,450 2,450 1,633 1,367 1,633 1,633 1,225 481 482 483 484 485 486 487 488 489 490 94TH & LEGACY - WESTBOUND 64TH & CACTUS - SOUTHBOUND SCOTTSDALE & PARADISE - WESTBOUND MILLER & THOMAS - SOUTHBOUND PIMA & CHAPARRAL - SOUTHBOUND 100TH & CACTUS - EASTBOUND 68TH & OAK - NORTHBOUND DRINKWATER & OSBORN - NORTHBOUND 64TH & CAMELBACK - SOUTHBOUND 64TH & CHOLLA - NORTHBOUND 4,900 4,800 4,800 4,800 4,800* 4,800 4,700 4,700 4,600 4,600 1,225 1,600 1,600 1,600 1,600 4,800 2,350 1,975 1,533 4,600 491 492 493 494 495 496 497 498 499 500 MILLER & MCKELLIPS - EASTBOUND MILLER & OSBORN - SOUTHBOUND MILLER & CAMELBACK - NORTHBOUND THOMPSON PEAK & 100TH - WESTBOUND VIA LINDA & MOUNTAIN VIEW - NORTHBOUND 68TH & CHAPARRAL - NORTHBOUND MILLER & OSBORN - EASTBOUND MILLER & OSBORN - WESTBOUND PIMA & CHAPARRAL - NORTHBOUND 92ND/100TH & FRANK LLOYD WRIGHT - SOUTHBOUND 4,600 4,600 4,600 4,600 4,600 4,500 4,500 4,400* 4,400* 4,400* 1,533 1,533 1,533 1,533 1,533 2,250 1,500 1,467 1,467 1,467 501 502 503 504 505 506 507 508 509 510 68TH & MCDOWELL - NORTHBOUND PERIMETER & PRINCESS - EASTBOUND PERIMETER & BELL - EASTBOUND 96TH & SHEA - SOUTHBOUND SCOTTSDALE & THOMPSON PEAK - WESTBOUND DRINKWATER & OSBORN - SOUTHBOUND MILLER & MCDOWELL - NORTHBOUND MILLER & INDIAN SCHOOL - NORTHBOUND HAYDEN & OSBORN - EASTBOUND HAYDEN & MOUNTAIN VIEW - EASTBOUND 4,300 4,300 4,300 4,300 4,200 4,200 4,200 4,200 4,200 4,200 1,433 1,075 1,433 1,075 1,400 1,667 1,400 1,400 1,400 1,400 511 512 513 514 515 516 517 518 519 520 96TH & MOUNTAIN VIEW - SOUTHBOUND ALMA SCHOOL & HAPPY VALLEY - WESTBOUND ALMA SCHOOL & HAPPY VALLEY - SOUTHBOUND HAYDEN & MCCORMICK - EASTBOUND PIMA & THOMAS - NORTHBOUND 90TH & THUNDERBIRD - EASTBOUND THOMPSON PEAK & RAINTREE - WESTBOUND 68TH & CONTINENTAL - SOUTHBOUND 4,200 4,200* 4,200* 4,100* 4,100* 4,100 4,100 4,000 1,400 1,400 1,400 1,367 1,367 1,025 1,367 2,000 521 522 523 524 525 526 527 528 *Estimated Volume 2024 Traffic Volume and Collision Data Page 267 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume APPROACH NAME VOL LANE VOL RANK 68TH & CAMELBACK - SOUTHBOUND DRINKWATER & OSBORN - EASTBOUND 4,000 4,000 1,333 1,333 529 530 MILLER & OSBORN - NORTHBOUND 92ND & MOUNTAIN VIEW - WESTBOUND 136TH & VIA LINDA - EASTBOUND 68TH & CONTINENTAL - NORTHBOUND SCOTTSDALE & PRINCESS - EASTBOUND GRANITE REEF & INDIAN SCHOOL - SOUTHBOUND 96TH & CHOLLA - NORTHBOUND SCOTTSDALE & OSBORN - WESTBOUND SCOTTSDALE & MCDONALD - EASTBOUND MILLER & MCDOWELL - SOUTHBOUND 4,000 4,000 4,000 3,900 3,900 3,900 3,900 3,800 3,800 3,800 2,000 2,000 2,000 1,950 1,300 1,300 3,900 1,267 1,267 1,267 531 532 533 534 535 536 537 538 539 540 HAYDEN & PRINCESS - WESTBOUND SCOTTSDALE & DOUBLETREE - EASTBOUND MILLER & THOMAS - NORTHBOUND PERIMETER & BELL - SOUTHBOUND 96TH & CACTUS - NORTHBOUND FRANK LLOYD WRIGHT & RAINTREE - NORTHBOUND SCOTTSDALE & CHAPARRAL - EASTBOUND MILLER & OAK - SOUTHBOUND 96TH & CHOLLA - SOUTHBOUND 64TH & SHEA - NORTHBOUND 3,800 3,700 3,700 3,700 3,700 3,700 3,600 3,600 3,600 3,500 1,267 1,233 1,233 1,233 1,233 925 1,200 1,800 3,600 1,750 541 542 543 544 545 546 547 548 549 550 GRANITE REEF & MCDONALD - NORTHBOUND PIMA & INDIAN SCHOOL - SOUTHBOUND 90TH & VIA LINDA - EASTBOUND 96TH & MOUNTAIN VIEW - WESTBOUND 64TH & CACTUS - NORTHBOUND SCOTTSDALE & OSBORN - EASTBOUND 100TH & CACTUS - WESTBOUND VIA LINDA & MOUNTAIN VIEW - WESTBOUND 94TH & BELL - SOUTHBOUND SCOTTSDALE & OSBORN - SOUTHBOUND 3,500* 3,500* 3,500 3,500 3,400 3,400 3,400 3,400 3,300 3,200 1,167 1,167 1,167 1,750 1,133 1,133 3,400 1,133 1,100 800 551 552 553 554 555 556 557 558 559 560 94TH & BELL - NORTHBOUND 136TH & SHEA - SOUTHBOUND SCOTTSDALE & ASHLER HILLS - WESTBOUND DRINKWATER & INDIAN SCHOOL - SOUTHBOUND 132ND & VIA LINDA - NORTHBOUND 136TH & VIA LINDA - WESTBOUND 68TH & OSBORN - WESTBOUND SCOTTSDALE & PRINCESS - WESTBOUND MILLER & CHAPARRAL - NORTHBOUND PIMA & MCDONALD - NORTHBOUND 3,200 3,200 3,100 3,100* 3,100 3,100 3,000 3,000 3,000 3,000* 800 1,067 1,033 1,175 1,550 1,550 1,000 750 1,500 750 561 562 563 564 565 566 567 568 569 570 SCOTTSDALE & MCKELLIPS - EASTBOUND MILLER & CAMELBACK - SOUTHBOUND 96TH & MOUNTAIN VIEW - EASTBOUND 132ND & VIA LINDA - EASTBOUND SCOTTSDALE & WESTLAND - WESTBOUND MILLER & OAK - NORTHBOUND 94TH & THUNDERBIRD - EASTBOUND 96TH & VIA LINDA - SOUTHBOUND 100TH & FRANK LLOYD WRIGHT - SOUTHBOUND 104TH & CACTUS - EASTBOUND 2,900 2,900 2,900 2,900 2,800 2,800 2,800 2,800 2,800 2,800 967 967 1,450 967 933 1,400 933 933 933 2,800 571 572 573 574 575 576 577 578 579 580 *Estimated Volume 2024 Traffic Volume and Collision Data Page 268 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume APPROACH NAME VOL LANE VOL RANK 64TH & SHEA - SOUTHBOUND 68TH & OSBORN - EASTBOUND MILLER & ROOSEVELT - SOUTHBOUND HAYDEN & ROOSEVELT - WESTBOUND ALMA SCHOOL & DYNAMITE - NORTHBOUND 124TH & SHEA - SOUTHBOUND 60TH & CAREFREE - NORTHBOUND 90TH & THUNDERBIRD - WESTBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - EASTBOUND VIA LINDA & VIA DE VENTURA - SOUTHBOUND 2,700 2,700 2,700 2,700* 2,700* 2,700 2,600 2,600 2,600* 2,600 900 900 1,350 675 900 900 1,300 650 520 1,300 581 582 583 584 585 586 587 588 589 590 124TH & VIA LINDA - NORTHBOUND 56TH & DYNAMITE - SOUTHBOUND 64TH & OSBORN - WESTBOUND SCOTTSDALE & DIXILETA - EASTBOUND MILLER & MCKELLIPS - SOUTHBOUND HAYDEN & VIA LINDA - WESTBOUND GRANITE REEF & CHAPARRAL - SOUTHBOUND PIMA & INDIAN SCHOOL - NORTHBOUND 90TH/REDFIELD & RAINTREE - SOUTHBOUND 92ND & THUNDERBIRD - WESTBOUND 2,600 2,500 2,500 2,500 2,500 2,500 2,500* 2,500* 2,500* 2,500 867 833 1,250 1,250 1,250 833 1,250 1,250 833 833 591 592 593 594 595 596 597 598 599 600 THOMPSON PEAK & BELL - WESTBOUND SCOTTSDALE & MCCORMICK - WESTBOUND MILLER & ROOSEVELT - NORTHBOUND GRANITE REEF & MCDOWELL - NORTHBOUND PIMA & HAPPY VALLEY - EASTBOUND 96TH & MOUNTAIN VIEW - NORTHBOUND MILLER & WILLIAMS - EASTBOUND HAYDEN & VIA LINDA - EASTBOUND HAYDEN & PRINCESS - EASTBOUND PIMA & LONE MOUNTAIN - EASTBOUND 2,500 2,400 2,400 2,400 2,400 2,400 2,300 2,300 2,300 2,300 833 800 1,200 800 800 800 1,150 1,150 1,150 1,150 601 602 603 604 605 606 607 608 609 610 94TH & THUNDERBIRD - WESTBOUND FRANK LLOYD WRIGHT & CACTUS - EASTBOUND GRANITE REEF & MCDONALD - SOUTHBOUND 96TH & CACTUS - SOUTHBOUND 132ND & VIA LINDA - SOUTHBOUND 56TH & THOMAS - NORTHBOUND 68TH & CHAPARRAL - SOUTHBOUND SCOTTSDALE & ROOSEVELT - EASTBOUND SCOTTSDALE & ROOSEVELT - WESTBOUND SCOTTSDALE & PARADISE - EASTBOUND 2,300 2,300 2,200* 2,200 2,200 2,100 2,100 2,100* 2,100* 2,100 767 1,150 733 733 2,200 700 1,050 700 1,050 700 611 612 613 614 615 616 617 618 619 620 SCOTTSDALE & GRAYHAWK - WESTBOUND GRANITE REEF & ROOSEVELT - WESTBOUND GRANITE REEF & MCDOWELL - SOUTHBOUND THOMPSON PEAK & 100TH - EASTBOUND 96TH & THUNDERBIRD - EASTBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - NORTHBOUND 56TH & DYNAMITE - NORTHBOUND SCOTTSDALE & DEER VALLEY - WESTBOUND SCOTTSDALE & WILLIAMS - WESTBOUND GRANITE REEF & CAMELBACK - WESTBOUND 2,100 2,100 2,100 2,100 2,100 2,100 2,000 2,000 2,000 2,000* 1,050 1,050 700 700 700 525 667 1,000 1,000 1,000 621 622 623 624 625 626 627 628 629 630 90TH & SHEA - SOUTHBOUND 94TH & LEGACY - SOUTHBOUND 100TH & CACTUS - SOUTHBOUND 2,000 2,000 2,000 500 667 2,000 631 632 633 *Estimated Volume 2024 Traffic Volume and Collision Data Page 269 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume APPROACH NAME VOL LANE VOL RANK 68TH & CHAPARRAL - WESTBOUND SCOTTSDALE & HAPPY VALLEY - WESTBOUND MILLER & MCKELLIPS - NORTHBOUND 90TH/REDFIELD & RAINTREE - NORTHBOUND THOMPSON PEAK & WINDGATE PASS - WESTBOUND 94TH & LEGACY - NORTHBOUND 96TH & SWEETWATER - NORTHBOUND 1,900 1,900 1,900 1,900* 1,900 1,900 1,900 950 950 950 633 633 633 1,900 634 635 636 637 638 639 640 96TH & THUNDERBIRD - WESTBOUND 96TH & THUNDERBIRD - NORTHBOUND 100TH & SWEETWATER - SOUTHBOUND 104TH & CACTUS - WESTBOUND FRANK LLOYD WRIGHT & SHEA - NORTHBOUND 56TH & OAK - EASTBOUND SCOTTSDALE & LINCOLN - WESTBOUND HAYDEN & CAMELBACK - WESTBOUND GRANITE REEF & OAK - NORTHBOUND PERIMETER & PRINCESS - NORTHBOUND 1,900 1,900 1,900 1,900 1,900 1,800 1,800 1,800 1,800 1,800 633 633 950 1,900 633 1,800 600 450 900 450 641 642 643 644 645 646 647 648 649 650 117TH & MOUNTAIN VIEW - EASTBOUND SCOTTSDALE & OAK - EASTBOUND SCOTTSDALE & SWEETWATER - WESTBOUND GRANITE REEF & CAMELBACK - EASTBOUND GRANITE REEF & CHAPARRAL - NORTHBOUND 96TH & SWEETWATER - SOUTHBOUND 70TH & SHEA - SOUTHBOUND SCOTTSDALE & INDIAN BEND - EASTBOUND HAYDEN & GRAYHAWK - EASTBOUND GRANITE REEF & THOMAS - NORTHBOUND 1,800 1,700 1,700 1,700* 1,700* 1,700 1,600 1,600 1,600 1,600 900 850 850 850 850 1,700 400 533 533 533 651 652 653 654 655 656 657 658 659 660 100TH & SWEETWATER - NORTHBOUND 56TH & OAK - SOUTHBOUND 68TH & CHAPARRAL - EASTBOUND SCOTTSDALE & DIXILETA - WESTBOUND MILLER & ROOSEVELT - WESTBOUND HAYDEN & OAK - WESTBOUND 90TH & THUNDERBIRD - NORTHBOUND 100TH & FRANK LLOYD WRIGHT - NORTHBOUND 130TH & SHEA - SOUTHBOUND 68TH & CONTINENTAL - EASTBOUND 1,600 1,500 1,500 1,500 1,500 1,500* 1,500 1,500 1,500 1,400 800 1,500 750 500 750 500 1,500 500 500 700 661 662 663 664 665 666 667 668 669 670 HAYDEN & ROOSEVELT - EASTBOUND HAYDEN & SWEETWATER - EASTBOUND GRANITE REEF & OAK - SOUTHBOUND PIMA & WESTLAND - EASTBOUND THOMPSON PEAK & HORSESHOE CANYON - WESTBOUND 96TH & SWEETWATER - WESTBOUND 56TH & CAREFREE - NORTHBOUND 64TH & CHOLLA - WESTBOUND MILLER & DEER VALLEY - EASTBOUND HAYDEN & OSBORN - WESTBOUND 1,400* 1,400 1,400 1,400 1,400 1,400 1,300 1,300 1,300 1,300 700 700 700 467 467 1,400 650 1,300 650 650 671 672 673 674 675 676 677 678 679 680 HAYDEN & GRAYHAWK - WESTBOUND GRANITE REEF & ROOSEVELT - EASTBOUND GRANITE REEF & ROOSEVELT - SOUTHBOUND 84TH & CACTUS - SOUTHBOUND PIMA & MCDOWELL - SOUTHBOUND 136TH & VIA LINDA - NORTHBOUND 1,300 1,300 1,300 1,300 1,300* 1,300 650 650 650 650 433 325 681 682 683 684 685 686 *Estimated Volume 2024 Traffic Volume and Collision Data Page 270 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume APPROACH NAME VOL LANE VOL RANK EASTBOUND EASTBOUND EASTBOUND WESTBOUND 1,200 1,200 1,200 1,200 600 600 600 300 687 688 689 690 MILLER & CHAPARRAL - SOUTHBOUND HAYDEN & OAK - EASTBOUND GRANITE REEF & CAMELBACK - SOUTHBOUND 92ND & RAINTREE - NORTHBOUND 92ND/100TH & FRANK LLOYD WRIGHT - NORTHBOUND 117TH & MOUNTAIN VIEW - SOUTHBOUND 132ND & VIA LINDA - WESTBOUND 56TH & OAK - WESTBOUND 60TH & OAK - WESTBOUND SCOTTSDALE & JOMAX - EASTBOUND 1,200 1,200* 1,200* 1,200 1,200* 1,200 1,200 1,100 1,100 1,100 600 600 600 400 400 600 600 1,100 1,100 367 691 692 693 694 695 696 697 698 699 700 GRANITE REEF & OSBORN - EASTBOUND PERIMETER & BELL - NORTHBOUND PIMA & HUALAPAI - EASTBOUND PIMA & HUALAPAI - WESTBOUND PIMA & WESTLAND - WESTBOUND 92ND & CHOLLA - EASTBOUND 92ND & THUNDERBIRD - SOUTHBOUND 92ND & RAINTREE - SOUTHBOUND 96TH & SWEETWATER - EASTBOUND 104TH & CACTUS - NORTHBOUND 1,100* 1,100 1,100 1,100 1,100 1,100 1,100 1,100 1,100 1,100 1,100 367 367 550 550 550 367 367 1,100 1,100 701 702 703 704 705 706 707 708 709 710 124TH & SHEA - NORTHBOUND 130TH & SHEA - NORTHBOUND SCOTTSDALE & JOMAX - WESTBOUND SCOTTSDALE & ASHLER HILLS - EASTBOUND SCOTTSDALE & WESTLAND - EASTBOUND 76TH & REDFIELD - NORTHBOUND HAYDEN & RAINTREE - EASTBOUND PIMA & LEGACY - EASTBOUND PIMA & STAGECOACH - WESTBOUND 94TH & SWEETWATER - EASTBOUND 1,100 1,100 1,000 1,000 1,000 1,000* 1,000* 1,000 1,000 1,000 367 550 500 500 500 500 500 250 1,000 333 711 712 713 714 715 716 717 718 719 720 94TH & SWEETWATER - WESTBOUND 100TH & SWEETWATER - WESTBOUND FRANK LLOYD WRIGHT & RAINTREE - SOUTHBOUND 124TH & VIA LINDA - SOUTHBOUND 64TH & OAK - EASTBOUND 64TH & CAMELBACK - NORTHBOUND SCOTTSDALE & OAK - WESTBOUND MILLER & WILLIAMS - WESTBOUND GRANITE REEF & THOMAS - SOUTHBOUND 98TH & BELL - NORTHBOUND 1,000 1,000 1,000 1,000 900 900 900 900 900 900 333 500 250 500 450 300 450 450 300 300 721 722 723 724 725 726 727 728 729 730 100TH & SWEETWATER - EASTBOUND 104TH & SWEETWATER - WESTBOUND ALMA SCHOOL & DYNAMITE - SOUTHBOUND 117TH & MOUNTAIN VIEW - WESTBOUND 68TH & OAK - WESTBOUND GRANITE REEF & OAK - EASTBOUND PERIMETER & PRINCESS - SOUTHBOUND PIMA & JOMAX - EASTBOUND 92ND & THUNDERBIRD - NORTHBOUND 900 900 900* 900 800 800 800 800 800 450 900 300 900 800 800 267 800 400 731 732 733 734 735 736 737 738 739 60TH & OAK SCOTTSDALE & CHOLLA SCOTTSDALE & SWEETWATER SCOTTSDALE & MAYO - *Estimated Volume 2024 Traffic Volume and Collision Data Page 271 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Approach Volume APPROACH NAME VOL LANE VOL RANK EASTBOUND 800 267 740 60TH & THOMAS - NORTHBOUND 64TH & DYNAMITE - NORTHBOUND 64TH & DYNAMITE - SOUTHBOUND 68TH & CONTINENTAL - WESTBOUND SCOTTSDALE & CHOLLA - WESTBOUND SCOTTSDALE & CAREFREE - WESTBOUND MILLER & OAK - EASTBOUND GRANITE REEF & OAK - WESTBOUND GRANITE REEF & OSBORN - NORTHBOUND GRANITE REEF & INDIAN SCHOOL - NORTHBOUND 700 700 700 700 700 700 700 700 700* 700 350 233 350 350 350 350 233 700 700 233 741 742 743 744 745 746 747 748 749 750 GRANITE REEF & CAMELBACK - NORTHBOUND 104TH & CACTUS - SOUTHBOUND 104TH & SWEETWATER - EASTBOUND FRANK LLOYD WRIGHT & CACTUS - WESTBOUND MILLER & ROOSEVELT - EASTBOUND MILLER & PINNACLE PEAK - SOUTHBOUND GRANITE REEF & OSBORN - WESTBOUND PIMA & DIXILETA - EASTBOUND PIMA & STAGECOACH - EASTBOUND 92ND & CHOLLA - WESTBOUND 700* 700 700 700 600 600 600* 600 600 600 350 700 700 700 300 200 600 300 600 300 751 752 753 754 755 756 757 758 759 760 THOMPSON PEAK & WINDGATE PASS - EASTBOUND 96TH & THUNDERBIRD - SOUTHBOUND 104TH & SWEETWATER - NORTHBOUND 136TH & SHEA - NORTHBOUND MILLER & DEER VALLEY - WESTBOUND HAYDEN & FRANK LLOYD WRIGHT - SOUTHBOUND 90TH & THUNDERBIRD - SOUTHBOUND 92ND & MOUNTAIN VIEW - EASTBOUND 96TH & CHOLLA - EASTBOUND 136TH & VIA LINDA - SOUTHBOUND 600 600 600 600 500 500* 500 500 500 500 200 300 600 200 250 250 500 250 500 167 761 762 763 764 765 766 767 768 769 770 60TH & OAK - SOUTHBOUND 64TH & OAK - WESTBOUND 84TH & CACTUS - NORTHBOUND 96TH & CHOLLA - WESTBOUND VIA LINDA & VIA DE VENTURA - NORTHBOUND 60TH & THOMAS - SOUTHBOUND GRANITE REEF & ROOSEVELT - NORTHBOUND PIMA & JOMAX - WESTBOUND 98TH & BELL - SOUTHBOUND ALMA SCHOOL & HAPPY VALLEY - NORTHBOUND 400 400 400 400 400 300 300 300 300 300* 400 400 200 400 400 300 150 300 100 300 771 772 773 774 775 776 777 778 779 780 MILLER & OAK - WESTBOUND 96TH & VIA LINDA - NORTHBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - SOUTHBOUND 68TH & OAK - EASTBOUND 76TH & REDFIELD - SOUTHBOUND 200* 200 200 100 100* 200 67 50 100 50 781 782 783 784 785 THOMPSON PEAK & HORSESHOE CANYON - *Estimated Volume 2024 Traffic Volume and Collision Data Page 272 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2024 Traffic Volume and Collision Data Page 274 Scottsdale Traffic Engineering, February 2026 City of Scottsdale 2024 Traffic Volume and Collision Data 2024 Intersection Approach Volume 2024 Approach Volume, Sorted by Descending Lane Volume 2024 Traffic Volume and Collision Data Page 275 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK HAYDEN & NORTHSIGHT - EASTBOUND SCOTTSDALE & THOMPSON PEAK - NORTHBOUND SCOTTSDALE & GRAYHAWK - NORTHBOUND SCOTTSDALE & THOMPSON PEAK - SOUTHBOUND FRANK LLOYD WRIGHT & RAINTREE - WESTBOUND SCOTTSDALE & PINNACLE PEAK - SOUTHBOUND SCOTTSDALE & DEER VALLEY - SOUTHBOUND SCOTTSDALE & WILLIAMS - NORTHBOUND SCOTTSDALE & HAPPY VALLEY - SOUTHBOUND SCOTTSDALE & GRAYHAWK - SOUTHBOUND 9,600 28,200 22,000 21,900 14,500 21,600 20,900 20,700 20,600 20,400 9,600 9,400 7,333 7,300 7,250 7,200 6,967 6,900 6,867 6,800 1 2 3 4 5 6 7 8 9 10 PIMA & INDIAN SCHOOL - WESTBOUND SCOTTSDALE & DEER VALLEY - NORTHBOUND HAYDEN & NORTHSIGHT - NORTHBOUND 84TH & CACTUS - WESTBOUND PIMA & THOMAS - EASTBOUND SCOTTSDALE & WILLIAMS - SOUTHBOUND SCOTTSDALE & HAPPY VALLEY - NORTHBOUND PIMA & INDIAN SCHOOL - EASTBOUND 101 FREEWAY & SHEA - SOUTHBOUND 64TH & SHEA - EASTBOUND 20,200* 19,900 12,600 18,600 18,600* 17,900 17,600 17,500 17,400* 22,900 6,733 6,633 6,300 6,200 6,200 5,967 5,867 5,833 5,800 5,725 11 12 13 14 15 16 17 18 19 20 101 FREEWAY & SHEA - WESTBOUND 64TH & SHEA - WESTBOUND SCOTTSDALE & CHAPARRAL - SOUTHBOUND SCOTTSDALE & SWEETWATER - SOUTHBOUND PIMA & HAPPY VALLEY - NORTHBOUND SCOTTSDALE & DOUBLETREE - SOUTHBOUND 90TH & SHEA - EASTBOUND 90TH & VIA LINDA - NORTHBOUND SCOTTSDALE & CHOLLA - NORTHBOUND 64TH & CACTUS - EASTBOUND 34,300* 22,400 22,400 22,400 22,400 22,300 27,500 21,700 21,600 16,100 5,717 5,600 5,600 5,600 5,600 5,575 5,500 5,425 5,400 5,367 21 22 23 24 25 26 27 28 29 30 SCOTTSDALE & LONE MOUNTAIN - SOUTHBOUND 64TH & CACTUS - WESTBOUND PIMA & CHAPARRAL - EASTBOUND 64TH & CAMELBACK - EASTBOUND 56TH & CAREFREE - EASTBOUND SCOTTSDALE & LINCOLN - SOUTHBOUND GRANITE REEF & INDIAN SCHOOL - EASTBOUND PIMA & THOMAS - WESTBOUND 60TH & CAREFREE - EASTBOUND PIMA & LEGACY - NORTHBOUND 15,800 15,700 15,600* 15,300 10,100 25,200 20,000 20,000* 10,000 24,900 5,267 5,233 5,200 5,100 5,050 5,040 5,000 5,000 5,000 4,980 31 32 33 34 35 36 37 38 39 40 SCOTTSDALE & INDIAN BEND - SOUTHBOUND 101 FREEWAY & CACTUS - NORTHBOUND SCOTTSDALE & CHAPARRAL - NORTHBOUND SCOTTSDALE & CHOLLA - SOUTHBOUND GRANITE REEF & INDIAN SCHOOL - WESTBOUND 92ND & SHEA - EASTBOUND SCOTTSDALE & SHEA - NORTHBOUND 100TH & CACTUS - EASTBOUND SCOTTSDALE & JOMAX - NORTHBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - WESTBOUND 19,900 14,900* 19,800 19,800 19,800 29,400 19,600 4,800 19,100 14,300 4,975 4,967 4,950 4,950 4,950 4,900 4,900 4,800 4,775 4,767 41 42 43 44 45 46 47 48 49 50 SCOTTSDALE & MAYO - SOUTHBOUND SCOTTSDALE & MCCORMICK - NORTHBOUND SCOTTSDALE & DIXILETA - NORTHBOUND 28,500 19,000 14,200 4,750 4,750 4,733 51 52 53 *Estimated Volume 2024 Traffic Volume and Collision Data Page 276 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK PIMA & HAPPY VALLEY - SOUTHBOUND 90TH & VIA LINDA - WESTBOUND 64TH & OSBORN - NORTHBOUND MILLER & MCDOWELL - EASTBOUND SCOTTSDALE & MCCORMICK - SOUTHBOUND PIMA & DYNAMITE - NORTHBOUND 64TH & CHOLLA - NORTHBOUND 14,200 14,200 9,400 18,700 18,400 13,800 4,600 4,733 4,733 4,700 4,675 4,600 4,600 4,600 54 55 56 57 58 59 60 SCOTTSDALE & PRINCESS - NORTHBOUND 130TH & SHEA - EASTBOUND SCOTTSDALE & LINCOLN - NORTHBOUND 60TH & CAREFREE - WESTBOUND SCOTTSDALE & SHEA - EASTBOUND HAYDEN & THOMPSON PEAK - NORTHBOUND SCOTTSDALE & MCDONALD - NORTHBOUND SCOTTSDALE & SWEETWATER - NORTHBOUND SCOTTSDALE & CACTUS - SOUTHBOUND SCOTTSDALE & SHEA - SOUTHBOUND 22,900 22,900 22,800 9,100 18,100 18,100 22,600 22,600 22,500 18,000 4,580 4,580 4,560 4,550 4,525 4,525 4,520 4,520 4,500 4,500 61 62 63 64 65 66 67 68 69 70 HAYDEN & CACTUS - EASTBOUND 68TH & THOMAS - WESTBOUND GRANITE REEF & THOMAS - WESTBOUND MILLER & CHAPARRAL - WESTBOUND SCOTTSDALE & MOUNTAIN VIEW - NORTHBOUND SCOTTSDALE & THUNDERBIRD - SOUTHBOUND PIMA & THOMPSON PEAK - SOUTHBOUND PIMA & MCDONALD - WESTBOUND PIMA & JOMAX - NORTHBOUND 70TH & SHEA - EASTBOUND 18,000 13,500 13,500 9,000 22,400 22,400 26,800 13,400* 13,400 22,300 4,500 4,500 4,500 4,500 4,480 4,480 4,467 4,467 4,467 4,460 71 72 73 74 75 76 77 78 79 80 PIMA & PINNACLE PEAK - SOUTHBOUND FRANK LLOYD WRIGHT & SHEA - WESTBOUND SCOTTSDALE & PINNACLE PEAK - NORTHBOUND SCOTTSDALE & SHEA - WESTBOUND SCOTTSDALE & DYNAMITE - NORTHBOUND PIMA & HUALAPAI - NORTHBOUND PIMA & HUALAPAI - SOUTHBOUND GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - WESTBOUND MILLER & THOMAS - EASTBOUND HAYDEN & SWEETWATER - NORTHBOUND 22,300 22,300 17,800 17,600 17,600 21,900 21,900 26,200 13,100 13,100 4,460 4,460 4,450 4,400 4,400 4,380 4,380 4,367 4,367 4,367 81 82 83 84 85 86 87 88 89 90 THOMPSON PEAK & FRANK LLOYD WRIGHT - EASTBOUND 124TH & SHEA - WESTBOUND PIMA & MCDOWELL - WESTBOUND PIMA & JOMAX - SOUTHBOUND MILLER & MCDOWELL - WESTBOUND PIMA & PINNACLE PEAK - NORTHBOUND 64TH & THOMAS - WESTBOUND SCOTTSDALE & INDIAN BEND - NORTHBOUND MILLER & THOMAS - WESTBOUND 56TH & CAREFREE - WESTBOUND 17,400 21,700 13,000* 13,000 17,300 21,600 12,900* 21,400 12,800 8,500 4,350 4,340 4,333 4,333 4,325 4,320 4,300 4,280 4,267 4,250 91 92 93 94 95 96 97 98 99 100 68TH & CAMELBACK - WESTBOUND SCOTTSDALE & JOMAX - SOUTHBOUND 90TH & SHEA - WESTBOUND 64TH & THOMAS - NORTHBOUND DRINKWATER & INDIAN SCHOOL - EASTBOUND 92ND/100TH & FRANK LLOYD WRIGHT - EASTBOUND 16,700 16,700 24,900 12,400* 11,300 16,500* 4,175 4,175 4,150 4,133 4,133 4,125 101 102 103 104 105 106 *Estimated Volume 2024 Traffic Volume and Collision Data Page 277 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK EASTBOUND WESTBOUND WESTBOUND WESTBOUND 20,500 16,400 16,400 8,200 4,100 4,100 4,100 4,100 107 108 109 110 96TH & SHEA - WESTBOUND 124TH & SHEA - EASTBOUND GRANITE REEF & MCDOWELL - WESTBOUND 101 FREEWAY & SHEA - EASTBOUND FRANK LLOYD WRIGHT & CACTUS - NORTHBOUND DRINKWATER & INDIAN SCHOOL - WESTBOUND SCOTTSDALE & DOUBLETREE - NORTHBOUND MILLER & CAMELBACK - EASTBOUND HAYDEN & THOMAS - EASTBOUND 76TH & REDFIELD - WESTBOUND 20,400 20,400 16,300 24,400* 16,200 14,100 20,200 12,100 16,000 8,000* 4,080 4,080 4,075 4,067 4,050 4,050 4,040 4,033 4,000 4,000 111 112 113 114 115 116 117 118 119 120 SCOTTSDALE & 101 FREEWAY - EASTBOUND HAYDEN & INDIAN BEND - SOUTHBOUND HAYDEN & RAINTREE - NORTHBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - EASTBOUND SCOTTSDALE & OAK - NORTHBOUND SCOTTSDALE & LONE MOUNTAIN - NORTHBOUND 76TH & REDFIELD - EASTBOUND 68TH & INDIAN SCHOOL - EASTBOUND SCOTTSDALE & ROOSEVELT - NORTHBOUND PIMA & LEGACY - SOUTHBOUND 19,900* 15,900 11,900* 11,900 15,800 15,800 7,900* 15,700 15,700* 23,500 3,980 3,975 3,967 3,967 3,950 3,950 3,950 3,925 3,925 3,917 121 122 123 124 125 126 127 128 129 130 SCOTTSDALE & MCDONALD - SOUTHBOUND 70TH & SHEA - WESTBOUND GRANITE REEF & MCDONALD - EASTBOUND 96TH & VIA LINDA - EASTBOUND HAYDEN & NORTHSIGHT - SOUTHBOUND 96TH & CHOLLA - NORTHBOUND 64TH & CAMELBACK - WESTBOUND SCOTTSDALE & INDIAN SCHOOL - WESTBOUND GRANITE REEF & MCDONALD - WESTBOUND 101 FREEWAY & PIMA/PRINCESS - WESTBOUND 23,400 19,500 11,700* 11,700 7,800 3,900 15,500 11,600 11,600* 19,300* 3,900 3,900 3,900 3,900 3,900 3,900 3,875 3,867 3,867 3,860 131 132 133 134 135 136 137 138 139 140 101 FREEWAY & PIMA/PRINCESS - NORTHBOUND HAYDEN & SHEA - WESTBOUND HAYDEN & MOUNTAIN VIEW - NORTHBOUND NORTHSIGHT & RAINTREE - WESTBOUND 84TH & CACTUS - EASTBOUND SCOTTSDALE & FRANK LLOYD WRIGHT - SOUTHBOUND SCOTTSDALE & THUNDERBIRD - NORTHBOUND 101 FREEWAY & FRANK LLOYD WRIGHT - EASTBOUND 68TH & CAMELBACK - EASTBOUND SCOTTSDALE & OAK - SOUTHBOUND 19,300* 23,100 15,400 15,400 11,500 19,100 22,800 22,800 15,200 15,100 3,860 3,850 3,850 3,850 3,833 3,820 3,800 3,800 3,800 3,775 141 142 143 144 145 146 147 148 149 150 HAYDEN & 101 FREEWAY - EASTBOUND HAYDEN & FRANK LLOYD WRIGHT - WESTBOUND SCOTTSDALE & CACTUS - WESTBOUND 96TH & SHEA - EASTBOUND SCOTTSDALE & ROOSEVELT - SOUTHBOUND SCOTTSDALE & DYNAMITE - SOUTHBOUND HAYDEN & REDFIELD - SOUTHBOUND FRANK LLOYD WRIGHT & SHEA - EASTBOUND 94TH & CACTUS - EASTBOUND 11,200* 22,200 18,500 18,500 14,800* 14,800 11,100 18,400 11,000 3,733 3,700 3,700 3,700 3,700 3,700 3,700 3,680 3,667 151 152 153 154 155 156 157 158 159 HAYDEN & FRANK LLOYD WRIGHT MILLER & INDIAN SCHOOL HAYDEN & CACTUS HAYDEN & NORTHSIGHT - *Estimated Volume 2024 Traffic Volume and Collision Data Page 278 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK SCOTTSDALE & PRINCESS - SOUTHBOUND 18,300 3,660 160 PIMA & MCDONALD - EASTBOUND 92ND/100TH & FRANK LLOYD WRIGHT - WESTBOUND SCOTTSDALE & PARADISE - SOUTHBOUND SCOTTSDALE & LINCOLN - EASTBOUND SCOTTSDALE & PINNACLE PEAK - WESTBOUND GRANITE REEF & CHAPARRAL - EASTBOUND 96TH & CHOLLA - SOUTHBOUND HAYDEN & THOMAS - WESTBOUND 64TH & OAK - NORTHBOUND GRANITE REEF & CHAPARRAL - WESTBOUND 14,600* 14,600* 18,200 14,500 10,800 10,800* 3,600 14,300 10,700 10,700* 3,650 3,650 3,640 3,625 3,600 3,600 3,600 3,575 3,567 3,567 161 162 163 164 165 166 167 168 169 170 FRANK LLOYD WRIGHT & RAINTREE - EASTBOUND HAYDEN & INDIAN SCHOOL - WESTBOUND HAYDEN & SHEA - EASTBOUND 68TH & INDIAN SCHOOL - WESTBOUND SCOTTSDALE & CACTUS - NORTHBOUND GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - EASTBOUND 92ND & SHEA - WESTBOUND THOMPSON PEAK & 100TH - SOUTHBOUND MILLER & INDIAN SCHOOL - EASTBOUND HAYDEN & OAK - SOUTHBOUND 10,700 17,800 21,300 14,200 21,200 21,200 21,200 17,600 14,000 14,000 3,567 3,560 3,550 3,550 3,533 3,533 3,533 3,520 3,500 3,500 171 172 173 174 175 176 177 178 179 180 GRANITE REEF & THOMAS - EASTBOUND PIMA & CHAPARRAL - WESTBOUND FRANK LLOYD WRIGHT & CACTUS - SOUTHBOUND 101 FREEWAY & RAINTREE - WESTBOUND PIMA & MCDOWELL - EASTBOUND 56TH & THOMAS - WESTBOUND SCOTTSDALE & INDIAN SCHOOL - EASTBOUND SCOTTSDALE & CAREFREE - NORTHBOUND 90TH/REDFIELD & RAINTREE - WESTBOUND SCOTTSDALE & ASHLER HILLS - NORTHBOUND 14,000 14,000* 14,000 17,400* 13,900* 10,400 10,400 10,400 10,400* 13,800 3,500 3,500 3,500 3,480 3,475 3,467 3,467 3,467 3,467 3,450 181 182 183 184 185 186 187 188 189 190 PIMA & DYNAMITE - WESTBOUND SCOTTSDALE & PARADISE - NORTHBOUND HAYDEN & REDFIELD - NORTHBOUND SCOTTSDALE & DIXILETA - SOUTHBOUND HAYDEN & THOMAS - NORTHBOUND PIMA & THOMPSON PEAK - NORTHBOUND 68TH & MCDOWELL - WESTBOUND HAYDEN & MCCORMICK - NORTHBOUND 60TH & THOMAS - WESTBOUND 64TH & INDIAN SCHOOL - EASTBOUND 13,800 17,200 10,300 13,700 13,700 20,400 13,600 13,600* 10,200 10,200* 3,450 3,440 3,433 3,425 3,425 3,400 3,400 3,400 3,400 3,400 191 192 193 194 195 196 197 198 199 200 100TH & CACTUS - WESTBOUND HAYDEN & CHAPARRAL - SOUTHBOUND HAYDEN & MOUNTAIN VIEW - SOUTHBOUND 101 FREEWAY & SHEA - NORTHBOUND 64TH & DYNAMITE - WESTBOUND 68TH & MCDOWELL - EASTBOUND SCOTTSDALE & FRANK LLOYD WRIGHT - NORTHBOUND MILLER & WILLIAMS - NORTHBOUND 100TH & FRANK LLOYD WRIGHT - WESTBOUND SCOTTSDALE & MCDOWELL - SOUTHBOUND 3,400 13,500 13,400 13,400* 6,700 16,700 20,000 10,000 13,300 19,800 3,400 3,375 3,350 3,350 3,350 3,340 3,333 3,333 3,325 3,300 201 202 203 204 205 206 207 208 209 210 16,500 3,300 211 64TH & MCDOWELL - EASTBOUND *Estimated Volume 2024 Traffic Volume and Collision Data Page 279 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK HAYDEN & MCDOWELL - EASTBOUND 130TH & SHEA - WESTBOUND SCOTTSDALE & MCDOWELL - NORTHBOUND HAYDEN & MCCORMICK - SOUTHBOUND HAYDEN & SWEETWATER - SOUTHBOUND 92ND & RAINTREE - WESTBOUND 90TH & MOUNTAIN VIEW - NORTHBOUND HAYDEN & VIA LINDA - SOUTHBOUND THOMPSON PEAK & 100TH - NORTHBOUND 16,500 16,500 16,400 13,100* 9,800 9,800 9,700 12,900 12,900 3,300 3,300 3,280 3,275 3,267 3,267 3,233 3,225 3,225 212 213 214 215 216 217 218 219 220 SCOTTSDALE & GREENWAY-HAYDEN - NORTHBOUND HAYDEN & FRANK LLOYD WRIGHT - NORTHBOUND HAYDEN & PRINCESS - NORTHBOUND SCOTTSDALE & BUTHERUS - NORTHBOUND SCOTTSDALE & MCKELLIPS - NORTHBOUND HAYDEN & INDIAN SCHOOL - EASTBOUND 68TH & THOMAS - EASTBOUND PIMA & VIA DE VENTURA - EASTBOUND 94TH & BELL - WESTBOUND VIA LINDA & MOUNTAIN VIEW - EASTBOUND 19,200 12,800* 12,800 19,100 15,900 15,900 12,700 12,700 9,500 9,500 3,200 3,200 3,200 3,183 3,180 3,180 3,175 3,175 3,167 3,167 221 222 223 224 225 226 227 228 229 230 64TH & INDIAN SCHOOL - WESTBOUND GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - NORTHBOUND SCOTTSDALE & 101 FREEWAY - NORTHBOUND 64TH & INDIAN SCHOOL - NORTHBOUND 96TH & VIA LINDA - WESTBOUND SCOTTSDALE & CACTUS - EASTBOUND SCOTTSDALE & THOMAS - SOUTHBOUND 101 FREEWAY & RAINTREE - NORTHBOUND 100TH & FRANK LLOYD WRIGHT - EASTBOUND SCOTTSDALE & PINNACLE PEAK - EASTBOUND 12,600* 12,600 18,800 9,400* 9,400 15,600 18,700 15,500* 12,400 9,300 3,150 3,150 3,133 3,133 3,133 3,120 3,117 3,100 3,100 3,100 231 232 233 234 235 236 237 238 239 240 MILLER & CAMELBACK - WESTBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - NORTHBOUND GRANITE REEF & MCDOWELL - EASTBOUND SCOTTSDALE & CAMELBACK - SOUTHBOUND PIMA & DIXILETA - SOUTHBOUND PIMA & STAGECOACH - NORTHBOUND SCOTTSDALE & MCKELLIPS - SOUTHBOUND VIA LINDA & SHEA - EASTBOUND 64TH & THOMAS - SOUTHBOUND SCOTTSDALE & CAMELBACK - WESTBOUND 9,300 18,500* 15,400 15,300 6,100 6,100 15,200 18,200 9,100* 9,100 3,100 3,083 3,080 3,060 3,050 3,050 3,040 3,033 3,033 3,033 241 242 243 244 245 246 247 248 249 250 HAYDEN & VIA LINDA - NORTHBOUND 90TH/REDFIELD & RAINTREE - EASTBOUND SCOTTSDALE & THOMAS - WESTBOUND 136TH & SHEA - WESTBOUND SCOTTSDALE & THUNDERBIRD - EASTBOUND PIMA & DIXILETA - NORTHBOUND SCOTTSDALE & GREENWAY-HAYDEN - SOUTHBOUND SCOTTSDALE & CAMELBACK - EASTBOUND HAYDEN & THOMAS - SOUTHBOUND THOMPSON PEAK & FRANK LLOYD WRIGHT - WESTBOUND 12,100 12,100* 15,100 15,100 9,000 6,000 17,900 14,900 14,900 14,900 3,025 3,025 3,020 3,020 3,000 3,000 2,983 2,980 2,980 2,980 251 252 253 254 255 256 257 258 259 260 HAYDEN & INDIAN BEND - NORTHBOUND PIMA & LONE MOUNTAIN - SOUTHBOUND HAYDEN & MCDONALD - SOUTHBOUND MILLER & PINNACLE PEAK - EASTBOUND 14,800 5,900 14,700 8,800 2,960 2,950 2,940 2,933 261 262 263 264 *Estimated Volume 2024 Traffic Volume and Collision Data Page 280 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK 101 FREEWAY & CACTUS - SOUTHBOUND FRANK LLOYD WRIGHT & VIA LINDA - SOUTHBOUND 56TH & THOMAS - SOUTHBOUND 68TH & INDIAN SCHOOL - SOUTHBOUND 90TH & VIA LINDA - SOUTHBOUND PIMA & STAGECOACH - SOUTHBOUND 8,800* 14,600 8,700 8,700 8,700 5,800 2,933 2,920 2,900 2,900 2,900 2,900 265 266 267 268 269 270 SCOTTSDALE & THOMAS - NORTHBOUND HAYDEN & OAK - NORTHBOUND HAYDEN & GRAYHAWK - NORTHBOUND SCOTTSDALE & FRANK LLOYD WRIGHT - EASTBOUND VIA LINDA & SHEA - WESTBOUND SCOTTSDALE & INDIAN SCHOOL - NORTHBOUND HAYDEN & MCKELLIPS - SOUTHBOUND 64TH & MCDOWELL - SOUTHBOUND SCOTTSDALE & OSBORN - NORTHBOUND HAYDEN & BELL - NORTHBOUND 17,300 11,500 11,500 17,200 17,200 8,600* 14,300 11,400 11,400 11,400 2,883 2,875 2,875 2,867 2,867 2,867 2,860 2,850 2,850 2,850 271 272 273 274 275 276 277 278 279 280 101 FREEWAY & RAINTREE - SOUTHBOUND MILLER & CHAPARRAL - EASTBOUND HAYDEN & BELL - SOUTHBOUND SCOTTSDALE & BUTHERUS - SOUTHBOUND SCOTTSDALE & FRANK LLOYD WRIGHT - WESTBOUND HAYDEN & CHAPARRAL - EASTBOUND PIMA & LONE MOUNTAIN - NORTHBOUND 104TH & CACTUS - EASTBOUND HAYDEN & MCDONALD - NORTHBOUND GREENWAY-HAYDEN & FRANK LLOYD WRIGHT - SOUTHBOUND 14,200* 8,500 8,500 16,900 16,900 8,400* 5,600 2,800 13,900 13,900 2,840 2,833 2,833 2,817 2,817 2,800 2,800 2,800 2,780 2,780 281 282 283 284 285 286 287 288 289 290 101 FREEWAY & RAINTREE - EASTBOUND MILLER & DEER VALLEY - NORTHBOUND HAYDEN & THOMPSON PEAK - SOUTHBOUND SCOTTSDALE & THOMAS - EASTBOUND 56TH & THOMAS - EASTBOUND THOMPSON PEAK & LEGACY - WESTBOUND 64TH & MCDOWELL - WESTBOUND SCOTTSDALE & CAREFREE - EASTBOUND 101 FREEWAY & PIMA/PRINCESS - SOUTHBOUND PIMA & VIA DE VENTURA - SOUTHBOUND 13,900* 11,100 11,100 13,800 11,000 5,500* 13,700 8,200 16,200 10,800 2,780 2,775 2,775 2,760 2,750 2,750 2,740 2,733 2,700 2,700 291 292 293 294 295 296 297 298 299 300 PIMA & HAPPY VALLEY - WESTBOUND 64TH & OSBORN - SOUTHBOUND ALMA SCHOOL & HAPPY VALLEY - EASTBOUND ALMA SCHOOL & DYNAMITE - WESTBOUND SCOTTSDALE & ASHLER HILLS - SOUTHBOUND HAYDEN & CAMELBACK - EASTBOUND 68TH & CAMELBACK - NORTHBOUND 64TH & THOMAS - EASTBOUND SCOTTSDALE & CAMELBACK - NORTHBOUND SCOTTSDALE & MCDOWELL - EASTBOUND 10,800 8,100 8,100* 8,100* 10,700 10,700 8,000 10,600* 13,200 15,800 2,700 2,700 2,700 2,700 2,675 2,675 2,667 2,650 2,640 2,633 301 302 303 304 305 306 307 308 309 310 101 FREEWAY & FRANK LLOYD WRIGHT - WESTBOUND 60TH & THOMAS - EASTBOUND GOLDWATER & INDIAN SCHOOL - WESTBOUND 92ND & RAINTREE - EASTBOUND HAYDEN & CAMELBACK - SOUTHBOUND SCOTTSDALE & 101 FREEWAY - SOUTHBOUND HAYDEN & VIA DE VENTURA - NORTHBOUND 18,400 10,500 10,500 10,500 13,100 15,700 15,600 2,629 2,625 2,625 2,625 2,620 2,617 2,600 311 312 313 314 315 316 317 *Estimated Volume 2024 Traffic Volume and Collision Data Page 281 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK HAYDEN & MCDOWELL - SOUTHBOUND HAYDEN & CHAPARRAL - NORTHBOUND 94TH & CACTUS - WESTBOUND 13,000 13,000 7,700 2,600 2,600 2,567 318 319 320 96TH & CACTUS - EASTBOUND HAYDEN & MCDONALD - WESTBOUND HAYDEN & CACTUS - NORTHBOUND 56TH & DYNAMITE - EASTBOUND PIMA & INDIAN BEND - EASTBOUND THOMPSON PEAK & RAINTREE - EASTBOUND HAYDEN & VIA DE VENTURA - WESTBOUND HAYDEN & ROOSEVELT - SOUTHBOUND HAYDEN & CAMELBACK - NORTHBOUND HAYDEN & PRINCESS - SOUTHBOUND 7,700 12,800 12,700 7,600 10,100 10,100 12,600 12,500 12,500 10,000 2,567 2,560 2,540 2,533 2,525 2,525 2,520 2,500 2,500 2,500 321 322 323 324 325 326 327 328 329 330 THOMPSON PEAK & RAINTREE - SOUTHBOUND VIA LINDA & VIA DE VENTURA - EASTBOUND SCOTTSDALE & INDIAN SCHOOL - SOUTHBOUND SCOTTSDALE & MOUNTAIN VIEW - SOUTHBOUND 90TH & SHEA - NORTHBOUND SCOTTSDALE & MCDOWELL - WESTBOUND HAYDEN & REDFIELD - EASTBOUND HAYDEN & CHAPARRAL - WESTBOUND THOMPSON PEAK & RAINTREE - NORTHBOUND 94TH & BELL - EASTBOUND 10,000 7,500 9,900* 9,900 9,900 14,800 7,400 12,300* 9,800 9,800 2,500 2,500 2,475 2,475 2,475 2,467 2,467 2,460 2,450 2,450 331 332 333 334 335 336 337 338 339 340 64TH & CHOLLA - SOUTHBOUND 68TH & OAK - SOUTHBOUND SCOTTSDALE & 101 FREEWAY - WESTBOUND HAYDEN & MCDONALD - EASTBOUND 56TH & DYNAMITE - WESTBOUND 92ND & CHOLLA - NORTHBOUND HAYDEN & OSBORN - NORTHBOUND HAYDEN & CACTUS - SOUTHBOUND SCOTTSDALE & WESTLAND - NORTHBOUND HAYDEN & RAINTREE - SOUTHBOUND 4,900 4,900 12,200* 12,200 7,300 7,300 9,700 12,100 9,600 7,200* 2,450 2,450 2,440 2,440 2,433 2,433 2,425 2,420 2,400 2,400 341 342 343 344 345 346 347 348 349 350 90TH & MOUNTAIN VIEW - WESTBOUND HAYDEN & 101 FREEWAY - WESTBOUND ALMA SCHOOL & DYNAMITE - EASTBOUND GOLDWATER & INDIAN SCHOOL - EASTBOUND HAYDEN & GRAYHAWK - SOUTHBOUND 68TH & OAK - NORTHBOUND HAYDEN & 101 FREEWAY - SOUTHBOUND FRANK LLOYD WRIGHT & VIA LINDA - NORTHBOUND HAYDEN & MCDOWELL - WESTBOUND THOMPSON PEAK & BELL - EASTBOUND 7,200 9,500* 9,500* 11,800 9,400 4,700 11,700 11,700 14,000 7,000 2,400 2,375 2,375 2,360 2,350 2,350 2,340 2,340 2,333 2,333 351 352 353 354 355 356 357 358 359 360 HAYDEN & OSBORN - SOUTHBOUND PIMA & DYNAMITE - SOUTHBOUND 101 FREEWAY & BELL - WESTBOUND SCOTTSDALE & MAYO - NORTHBOUND SCOTTSDALE & DYNAMITE - WESTBOUND DRINKWATER & INDIAN SCHOOL - NORTHBOUND SCOTTSDALE & MCDONALD - WESTBOUND SCOTTSDALE & INDIAN BEND - WESTBOUND 94TH & THUNDERBIRD - NORTHBOUND VIA LINDA & VIA DE VENTURA - WESTBOUND 9,300 9,300 11,600* 13,900 6,900 5,100* 11,400 9,100 6,800 6,800 2,325 2,325 2,320 2,317 2,300 2,300 2,280 2,275 2,267 2,267 361 362 363 364 365 366 367 368 369 370 *Estimated Volume 2024 Traffic Volume and Collision Data Page 282 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK 68TH & CHAPARRAL - NORTHBOUND HAYDEN & ROOSEVELT - NORTHBOUND THOMPSON PEAK & FRANK LLOYD WRIGHT - NORTHBOUND HAYDEN & MCKELLIPS - EASTBOUND GOLDWATER & CAMELBACK - WESTBOUND HAYDEN & INDIAN BEND - EASTBOUND HAYDEN & THOMPSON PEAK - WESTBOUND PIMA & INDIAN BEND - WESTBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - WESTBOUND 136TH & SHEA - EASTBOUND 4,500 11,200 11,200 6,700 8,900 8,900 8,900 11,100 11,100* 11,100 2,250 2,240 2,240 2,233 2,225 2,225 2,225 2,220 2,220 2,220 371 372 373 374 375 376 377 378 379 380 GOLDWATER & CAMELBACK - EASTBOUND HAYDEN & 101 FREEWAY - NORTHBOUND SCOTTSDALE & CAREFREE - SOUTHBOUND 94TH & SWEETWATER - SOUTHBOUND 132ND & VIA LINDA - SOUTHBOUND HAYDEN & MCKELLIPS - NORTHBOUND SCOTTSDALE & CHAPARRAL - WESTBOUND SCOTTSDALE & LONE MOUNTAIN - EASTBOUND 92ND & CHOLLA - SOUTHBOUND 94TH & SWEETWATER - NORTHBOUND 11,000 8,800 6,600 6,600 2,200 13,100 8,700 6,500 6,500 6,500 2,200 2,200 2,200 2,200 2,200 2,183 2,175 2,167 2,167 2,167 381 382 383 384 385 386 387 388 389 390 VIA LINDA & MOUNTAIN VIEW - SOUTHBOUND MILLER & DEER VALLEY - SOUTHBOUND THOMPSON PEAK & BELL - SOUTHBOUND VIA LINDA & SHEA - NORTHBOUND 64TH & DYNAMITE - EASTBOUND GOLDWATER & INDIAN SCHOOL - SOUTHBOUND THOMPSON PEAK & FRANK LLOYD WRIGHT - SOUTHBOUND HAYDEN & SHEA - NORTHBOUND GOLDWATER & CAMELBACK - SOUTHBOUND MILLER & INDIAN SCHOOL - SOUTHBOUND 6,500 8,600 8,600 8,600 6,400 8,500 10,600 12,700 12,600 6,300 2,167 2,150 2,150 2,150 2,133 2,125 2,120 2,117 2,100 2,100 391 392 393 394 395 396 397 398 399 400 101 FREEWAY & FRANK LLOYD WRIGHT - SOUTHBOUND HAYDEN & VIA DE VENTURA - SOUTHBOUND MILLER & PINNACLE PEAK - WESTBOUND THOMPSON PEAK & BELL - NORTHBOUND FRANK LLOYD WRIGHT & VIA LINDA - WESTBOUND PIMA & THOMPSON PEAK - EASTBOUND HAYDEN & INDIAN SCHOOL - SOUTHBOUND 90TH & MOUNTAIN VIEW - EASTBOUND SCOTTSDALE & WESTLAND - SOUTHBOUND 92ND & SHEA - NORTHBOUND 10,400* 12,300 8,200 8,200 8,200 10,200 12,200 6,100 8,100 10,100 2,080 2,050 2,050 2,050 2,050 2,040 2,033 2,033 2,025 2,020 401 402 403 404 405 406 407 408 409 410 SCOTTSDALE & MAYO - EASTBOUND SCOTTSDALE & BUTHERUS - EASTBOUND 101 FREEWAY & CACTUS - WESTBOUND 92ND & MOUNTAIN VIEW - NORTHBOUND 68TH & THOMAS - SOUTHBOUND PIMA & DYNAMITE - EASTBOUND 68TH & CONTINENTAL - SOUTHBOUND MILLER & OSBORN - NORTHBOUND 92ND & MOUNTAIN VIEW - WESTBOUND 136TH & VIA LINDA - EASTBOUND 12,100 10,000 10,000* 8,000 6,000 6,000 4,000 4,000 4,000 4,000 2,017 2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 2,000 411 412 413 414 415 416 417 418 419 420 100TH & CACTUS - SOUTHBOUND HAYDEN & MCKELLIPS - WESTBOUND 2,000 7,900 2,000 1,975 421 422 *Estimated Volume 2024 Traffic Volume and Collision Data Page 283 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK DRINKWATER & OSBORN - NORTHBOUND SCOTTSDALE & THUNDERBIRD - WESTBOUND NORTHSIGHT & RAINTREE - EASTBOUND 68TH & CONTINENTAL - NORTHBOUND HAYDEN & MOUNTAIN VIEW - WESTBOUND NORTHSIGHT & RAINTREE - NORTHBOUND THOMPSON PEAK & HORSESHOE CANYON - NORTHBOUND FRANK LLOYD WRIGHT & SHEA - SOUTHBOUND 4,700 9,800 7,800 3,900 5,800 5,800 7,700 9,600 1,975 1,960 1,950 1,950 1,933 1,933 1,925 1,920 423 424 425 426 427 428 429 430 HAYDEN & MCDOWELL - NORTHBOUND MILLER & PINNACLE PEAK - NORTHBOUND HAYDEN & RAINTREE - WESTBOUND THOMPSON PEAK & LEGACY - SOUTHBOUND 124TH & VIA LINDA - WESTBOUND 96TH & SWEETWATER - NORTHBOUND 104TH & CACTUS - WESTBOUND HAYDEN & INDIAN BEND - WESTBOUND SCOTTSDALE & MCKELLIPS - WESTBOUND SCOTTSDALE & DYNAMITE - EASTBOUND 11,400 7,600 7,600* 7,600 5,700 1,900 1,900 9,400 5,600 5,600 1,900 1,900 1,900 1,900 1,900 1,900 1,900 1,880 1,867 1,867 431 432 433 434 435 436 437 438 439 440 PIMA & WESTLAND - NORTHBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - SOUTHBOUND SCOTTSDALE & DOUBLETREE - WESTBOUND SCOTTSDALE & LONE MOUNTAIN - WESTBOUND MILLER & MCKELLIPS - WESTBOUND HAYDEN & SHEA - SOUTHBOUND 101 FREEWAY & BELL - NORTHBOUND GOLDWATER & INDIAN SCHOOL - NORTHBOUND MILLER & OAK - SOUTHBOUND 56TH & OAK - EASTBOUND 5,600 9,300* 7,400 5,500 5,500 10,900 10,900* 5,400 3,600 1,800 1,867 1,860 1,850 1,833 1,833 1,817 1,817 1,800 1,800 1,800 441 442 443 444 445 446 447 448 449 450 101 FREEWAY & CACTUS - EASTBOUND MILLER & WILLIAMS - SOUTHBOUND HAYDEN & THOMPSON PEAK - EASTBOUND 94TH & CACTUS - SOUTHBOUND 96TH & CACTUS - WESTBOUND 101 FREEWAY & BELL - EASTBOUND 90TH & MOUNTAIN VIEW - SOUTHBOUND 64TH & SHEA - NORTHBOUND 96TH & MOUNTAIN VIEW - WESTBOUND PIMA & PINNACLE PEAK - EASTBOUND 8,900* 7,100 7,100 7,100 5,300 7,000* 7,000 3,500 3,500 8,700 1,780 1,775 1,775 1,775 1,767 1,750 1,750 1,750 1,750 1,740 451 452 453 454 455 456 457 458 459 460 68TH & MCDOWELL - SOUTHBOUND 70TH & SHEA - NORTHBOUND SCOTTSDALE & MOUNTAIN VIEW - EASTBOUND 124TH & VIA LINDA - EASTBOUND GOLDWATER & CAMELBACK - NORTHBOUND PIMA & THOMPSON PEAK - WESTBOUND THOMPSON PEAK & WINDGATE PASS - NORTHBOUND 64TH & OAK - SOUTHBOUND 68TH & INDIAN SCHOOL - NORTHBOUND PIMA & WESTLAND - SOUTHBOUND 5,200 5,200 5,200 6,900 8,500 8,500 6,800 5,100 5,100 5,100 1,733 1,733 1,733 1,725 1,700 1,700 1,700 1,700 1,700 1,700 461 462 463 464 465 466 467 468 469 470 96TH & SWEETWATER - SOUTHBOUND HAYDEN & INDIAN SCHOOL - NORTHBOUND 94TH & LEGACY - EASTBOUND 68TH & THOMAS - NORTHBOUND 68TH & OSBORN - NORTHBOUND 1,700 10,100 6,700 5,000 5,000* 1,700 1,683 1,675 1,667 1,667 471 472 473 474 475 *Estimated Volume 2024 Traffic Volume and Collision Data Page 284 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume VOL LANE VOL RANK SCOTTSDALE & MOUNTAIN VIEW - WESTBOUND DRINKWATER & OSBORN - SOUTHBOUND THOMPSON PEAK & HORSESHOE CANYON - SOUTHBOUND NORTHSIGHT & RAINTREE - SOUTHBOUND 92ND & SHEA - SOUTHBOUND APPROACH NAME 5,000 4,200 6,600 8,200 8,200 1,667 1,667 1,650 1,640 1,640 476 477 478 479 480 68TH & OSBORN - SOUTHBOUND HAYDEN & MCCORMICK - WESTBOUND PIMA & THOMAS - SOUTHBOUND 94TH & CACTUS - NORTHBOUND 98TH & BELL - EASTBOUND 101 FREEWAY & PIMA/PRINCESS - EASTBOUND THOMPSON PEAK & LEGACY - NORTHBOUND 64TH & MCDOWELL - NORTHBOUND PIMA & INDIAN BEND - SOUTHBOUND 94TH & THUNDERBIRD - SOUTHBOUND 4,900* 4,900* 4,900* 6,500 6,500 8,100* 8,000 6,400 6,400 6,400 1,633 1,633 1,633 1,625 1,625 1,620 1,600 1,600 1,600 1,600 481 482 483 484 485 486 487 488 489 490 64TH & CACTUS - SOUTHBOUND SCOTTSDALE & PARADISE - WESTBOUND MILLER & THOMAS - SOUTHBOUND PIMA & CHAPARRAL - SOUTHBOUND PIMA & VIA DE VENTURA - NORTHBOUND 132ND & VIA LINDA - NORTHBOUND 136TH & VIA LINDA - WESTBOUND 64TH & CAMELBACK - SOUTHBOUND MILLER & MCKELLIPS - EASTBOUND MILLER & OSBORN - SOUTHBOUND 4,800 4,800 4,800 4,800* 6,300 3,100 3,100 4,600 4,600 4,600 1,600 1,600 1,600 1,600 1,575 1,550 1,550 1,533 1,533 1,533 491 492 493 494 495 496 497 498 499 500 MILLER & CAMELBACK - NORTHBOUND THOMPSON PEAK & 100TH - WESTBOUND VIA LINDA & MOUNTAIN VIEW - NORTHBOUND PIMA & VIA DE VENTURA - WESTBOUND MILLER & OSBORN - EASTBOUND MILLER & CHAPARRAL - NORTHBOUND 56TH & OAK - SOUTHBOUND 90TH & THUNDERBIRD - NORTHBOUND PERIMETER & PRINCESS - WESTBOUND THOMPSON PEAK & WINDGATE PASS - SOUTHBOUND 4,600 4,600 4,600 7,500 4,500 3,000 1,500 1,500 5,900 5,900 1,533 1,533 1,533 1,500 1,500 1,500 1,500 1,500 1,475 1,475 501 502 503 504 505 506 507 508 509 510 MILLER & OSBORN - WESTBOUND PIMA & CHAPARRAL - NORTHBOUND 92ND/100TH & FRANK LLOYD WRIGHT - SOUTHBOUND SCOTTSDALE & GREENWAY-HAYDEN - WESTBOUND 96TH & SHEA - NORTHBOUND 96TH & MOUNTAIN VIEW - EASTBOUND 68TH & MCDOWELL - NORTHBOUND PERIMETER & BELL - EASTBOUND PIMA & LEGACY - WESTBOUND 92ND & MOUNTAIN VIEW - SOUTHBOUND 4,400* 4,400* 4,400* 7,300 5,800 2,900 4,300 4,300 7,100 5,600 1,467 1,467 1,467 1,460 1,450 1,450 1,433 1,433 1,420 1,400 511 512 513 514 515 516 517 518 519 520 VIA LINDA & SHEA - SOUTHBOUND SCOTTSDALE & THOMPSON PEAK - WESTBOUND MILLER & MCDOWELL - NORTHBOUND MILLER & INDIAN SCHOOL - NORTHBOUND HAYDEN & OSBORN - EASTBOUND HAYDEN & MOUNTAIN VIEW - EASTBOUND 96TH & MOUNTAIN VIEW - SOUTHBOUND ALMA SCHOOL & HAPPY VALLEY - WESTBOUND 5,600 4,200 4,200 4,200 4,200 4,200 4,200 4,200* 1,400 1,400 1,400 1,400 1,400 1,400 1,400 1,400 521 522 523 524 525 526 527 528 *Estimated Volume 2024 Traffic Volume and Collision Data Page 285 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume VOL LANE VOL RANK ALMA SCHOOL & HAPPY VALLEY - SOUTHBOUND MILLER & OAK - NORTHBOUND APPROACH NAME 4,200* 2,800 1,400 1,400 529 530 96TH & SWEETWATER - WESTBOUND FRANK LLOYD WRIGHT & VIA LINDA - EASTBOUND DRINKWATER & OSBORN - WESTBOUND HAYDEN & MCCORMICK - EASTBOUND PIMA & THOMAS - NORTHBOUND THOMPSON PEAK & RAINTREE - WESTBOUND HAYDEN & VIA DE VENTURA - EASTBOUND PIMA & MCDONALD - SOUTHBOUND 92ND & THUNDERBIRD - EASTBOUND THOMPSON PEAK & LEGACY - EASTBOUND 1,400 5,500 4,900 4,100* 4,100* 4,100 6,800 5,400* 5,400 5,400 1,400 1,375 1,367 1,367 1,367 1,367 1,360 1,350 1,350 1,350 531 532 533 534 535 536 537 538 539 540 MILLER & ROOSEVELT - SOUTHBOUND 68TH & CAMELBACK - SOUTHBOUND DRINKWATER & OSBORN - EASTBOUND HAYDEN & BELL - WESTBOUND 98TH & BELL - WESTBOUND SCOTTSDALE & PRINCESS - EASTBOUND GRANITE REEF & INDIAN SCHOOL - SOUTHBOUND 60TH & CAREFREE - NORTHBOUND VIA LINDA & VIA DE VENTURA - SOUTHBOUND 64TH & CHOLLA - WESTBOUND 2,700 4,000 4,000 5,200 5,200 3,900 3,900 2,600 2,600 1,300 1,350 1,333 1,333 1,300 1,300 1,300 1,300 1,300 1,300 1,300 541 542 543 544 545 546 547 548 549 550 PERIMETER & BELL - WESTBOUND SCOTTSDALE & OSBORN - WESTBOUND SCOTTSDALE & MCDONALD - EASTBOUND MILLER & MCDOWELL - SOUTHBOUND HAYDEN & PRINCESS - WESTBOUND 64TH & OSBORN - WESTBOUND SCOTTSDALE & DIXILETA - EASTBOUND MILLER & MCKELLIPS - SOUTHBOUND GRANITE REEF & CHAPARRAL - SOUTHBOUND PIMA & INDIAN SCHOOL - NORTHBOUND 5,100 3,800 3,800 3,800 3,800 2,500 2,500 2,500 2,500* 2,500* 1,275 1,267 1,267 1,267 1,267 1,250 1,250 1,250 1,250 1,250 551 552 553 554 555 556 557 558 559 560 101 FREEWAY & FRANK LLOYD WRIGHT - NORTHBOUND SCOTTSDALE & DOUBLETREE - EASTBOUND MILLER & THOMAS - NORTHBOUND PERIMETER & BELL - SOUTHBOUND 96TH & CACTUS - NORTHBOUND PIMA & INDIAN BEND - NORTHBOUND 94TH & LEGACY - WESTBOUND SCOTTSDALE & BUTHERUS - WESTBOUND SCOTTSDALE & CHAPARRAL - EASTBOUND MILLER & ROOSEVELT - NORTHBOUND 7,400* 3,700 3,700 3,700 3,700 4,900 4,900 6,000 3,600 2,400 1,233 1,233 1,233 1,233 1,233 1,225 1,225 1,200 1,200 1,200 561 562 563 564 565 566 567 568 569 570 DRINKWATER & INDIAN SCHOOL - SOUTHBOUND GRANITE REEF & MCDONALD - NORTHBOUND PIMA & INDIAN SCHOOL - SOUTHBOUND 90TH & VIA LINDA - EASTBOUND MILLER & WILLIAMS - EASTBOUND HAYDEN & VIA LINDA - EASTBOUND HAYDEN & PRINCESS - EASTBOUND PIMA & LONE MOUNTAIN - EASTBOUND FRANK LLOYD WRIGHT & CACTUS - EASTBOUND 64TH & CACTUS - NORTHBOUND 3,100* 3,500* 3,500* 3,500 2,300 2,300 2,300 2,300 2,300 3,400 1,175 1,167 1,167 1,167 1,150 1,150 1,150 1,150 1,150 1,133 571 572 573 574 575 576 577 578 579 580 *Estimated Volume 2024 Traffic Volume and Collision Data Page 286 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK SCOTTSDALE & OSBORN - EASTBOUND VIA LINDA & MOUNTAIN VIEW - WESTBOUND PIMA & PINNACLE PEAK - WESTBOUND 94TH & BELL - SOUTHBOUND 56TH & OAK - WESTBOUND 60TH & OAK - WESTBOUND GRANITE REEF & OSBORN - EASTBOUND 96TH & SWEETWATER - EASTBOUND 104TH & CACTUS - NORTHBOUND SCOTTSDALE & GREENWAY-HAYDEN - EASTBOUND 3,400 3,400 5,600 3,300 1,100 1,100 1,100* 1,100 1,100 5,400 1,133 1,133 1,120 1,100 1,100 1,100 1,100 1,100 1,100 1,080 581 582 583 584 585 586 587 588 589 590 PERIMETER & PRINCESS - EASTBOUND 96TH & SHEA - SOUTHBOUND 136TH & SHEA - SOUTHBOUND 101 FREEWAY & BELL - SOUTHBOUND 68TH & CHAPARRAL - SOUTHBOUND SCOTTSDALE & ROOSEVELT - WESTBOUND SCOTTSDALE & GRAYHAWK - WESTBOUND GRANITE REEF & ROOSEVELT - WESTBOUND SCOTTSDALE & ASHLER HILLS - WESTBOUND 90TH & THUNDERBIRD - EASTBOUND 4,300 4,300 3,200 6,300* 2,100 2,100* 2,100 2,100 3,100 4,100 1,075 1,075 1,067 1,050 1,050 1,050 1,050 1,050 1,033 1,025 591 592 593 594 595 596 597 598 599 600 68TH & OSBORN - WESTBOUND SCOTTSDALE & DEER VALLEY - WESTBOUND SCOTTSDALE & WILLIAMS - WESTBOUND GRANITE REEF & CAMELBACK - WESTBOUND PIMA & STAGECOACH - WESTBOUND SCOTTSDALE & MCKELLIPS - EASTBOUND MILLER & CAMELBACK - SOUTHBOUND 132ND & VIA LINDA - EASTBOUND 68TH & CHAPARRAL - WESTBOUND SCOTTSDALE & HAPPY VALLEY - WESTBOUND 3,000 2,000 2,000 2,000* 1,000 2,900 2,900 2,900 1,900 1,900 1,000 1,000 1,000 1,000 1,000 967 967 967 950 950 601 602 603 604 605 606 607 608 609 610 MILLER & MCKELLIPS - NORTHBOUND 100TH & SWEETWATER - SOUTHBOUND SCOTTSDALE & WESTLAND - WESTBOUND 94TH & THUNDERBIRD - EASTBOUND 96TH & VIA LINDA - SOUTHBOUND 100TH & FRANK LLOYD WRIGHT - SOUTHBOUND FRANK LLOYD WRIGHT & RAINTREE - NORTHBOUND 64TH & SHEA - SOUTHBOUND 68TH & OSBORN - EASTBOUND ALMA SCHOOL & DYNAMITE - NORTHBOUND 1,900 1,900 2,800 2,800 2,800 2,800 3,700 2,700 2,700 2,700* 950 950 933 933 933 933 925 900 900 900 611 612 613 614 615 616 617 618 619 620 124TH & SHEA - SOUTHBOUND GRANITE REEF & OAK - NORTHBOUND 117TH & MOUNTAIN VIEW - EASTBOUND 104TH & SWEETWATER - WESTBOUND 117TH & MOUNTAIN VIEW - WESTBOUND 124TH & VIA LINDA - NORTHBOUND SCOTTSDALE & OAK - EASTBOUND SCOTTSDALE & SWEETWATER - WESTBOUND GRANITE REEF & CAMELBACK - EASTBOUND GRANITE REEF & CHAPARRAL - NORTHBOUND 2,700 1,800 1,800 900 900 2,600 1,700 1,700 1,700* 1,700* 900 900 900 900 900 867 850 850 850 850 621 622 623 624 625 626 627 628 629 630 56TH & DYNAMITE - SOUTHBOUND HAYDEN & VIA LINDA - WESTBOUND 90TH/REDFIELD & RAINTREE - SOUTHBOUND 2,500 2,500 2,500* 833 833 833 631 632 633 *Estimated Volume 2024 Traffic Volume and Collision Data Page 287 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK 92ND & THUNDERBIRD - WESTBOUND THOMPSON PEAK & BELL - WESTBOUND SCOTTSDALE & OSBORN - SOUTHBOUND 94TH & BELL - NORTHBOUND SCOTTSDALE & MCCORMICK - WESTBOUND GRANITE REEF & MCDOWELL - NORTHBOUND PIMA & HAPPY VALLEY - EASTBOUND 2,500 2,500 3,200 3,200 2,400 2,400 2,400 833 833 800 800 800 800 800 634 635 636 637 638 639 640 96TH & MOUNTAIN VIEW - NORTHBOUND 100TH & SWEETWATER - NORTHBOUND 68TH & OAK - WESTBOUND GRANITE REEF & OAK - EASTBOUND PIMA & JOMAX - EASTBOUND 94TH & THUNDERBIRD - WESTBOUND SCOTTSDALE & PRINCESS - WESTBOUND PIMA & MCDONALD - NORTHBOUND 68TH & CHAPARRAL - EASTBOUND MILLER & ROOSEVELT - WESTBOUND 2,400 1,600 800 800 800 2,300 3,000 3,000* 1,500 1,500 800 800 800 800 800 767 750 750 750 750 641 642 643 644 645 646 647 648 649 650 GRANITE REEF & MCDONALD - SOUTHBOUND 96TH & CACTUS - SOUTHBOUND 56TH & THOMAS - NORTHBOUND SCOTTSDALE & ROOSEVELT - EASTBOUND SCOTTSDALE & PARADISE - EASTBOUND GRANITE REEF & MCDOWELL - SOUTHBOUND THOMPSON PEAK & 100TH - EASTBOUND 96TH & THUNDERBIRD - EASTBOUND 68TH & CONTINENTAL - EASTBOUND HAYDEN & ROOSEVELT - EASTBOUND 2,200* 2,200 2,100 2,100* 2,100 2,100 2,100 2,100 1,400 1,400* 733 733 700 700 700 700 700 700 700 700 651 652 653 654 655 656 657 658 659 660 HAYDEN & SWEETWATER - EASTBOUND GRANITE REEF & OAK - SOUTHBOUND GRANITE REEF & OAK - WESTBOUND GRANITE REEF & OSBORN - NORTHBOUND 104TH & CACTUS - SOUTHBOUND 104TH & SWEETWATER - EASTBOUND FRANK LLOYD WRIGHT & CACTUS - WESTBOUND HAYDEN & ROOSEVELT - WESTBOUND 56TH & DYNAMITE - NORTHBOUND 94TH & LEGACY - SOUTHBOUND 1,400 1,400 700 700* 700 700 700 2,700* 2,000 2,000 700 700 700 700 700 700 700 675 667 667 661 662 663 664 665 666 667 668 669 670 90TH & THUNDERBIRD - WESTBOUND 56TH & CAREFREE - NORTHBOUND MILLER & DEER VALLEY - EASTBOUND HAYDEN & OSBORN - WESTBOUND HAYDEN & GRAYHAWK - WESTBOUND GRANITE REEF & ROOSEVELT - EASTBOUND GRANITE REEF & ROOSEVELT - SOUTHBOUND 84TH & CACTUS - SOUTHBOUND 90TH/REDFIELD & RAINTREE - NORTHBOUND THOMPSON PEAK & WINDGATE PASS - WESTBOUND 2,600 1,300 1,300 1,300 1,300 1,300 1,300 1,300 1,900* 1,900 650 650 650 650 650 650 650 650 633 633 671 672 673 674 675 676 677 678 679 680 94TH & LEGACY - NORTHBOUND 96TH & THUNDERBIRD - WESTBOUND 96TH & THUNDERBIRD - NORTHBOUND FRANK LLOYD WRIGHT & SHEA - NORTHBOUND SCOTTSDALE & LINCOLN - WESTBOUND 60TH & OAK - EASTBOUND 1,900 1,900 1,900 1,900 1,800 1,200 633 633 633 633 600 600 681 682 683 684 685 686 *Estimated Volume 2024 Traffic Volume and Collision Data Page 288 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK SCOTTSDALE & CHOLLA - EASTBOUND SCOTTSDALE & SWEETWATER - EASTBOUND MILLER & CHAPARRAL - SOUTHBOUND HAYDEN & OAK - EASTBOUND 1,200 1,200 1,200 1,200* 600 600 600 600 687 688 689 690 GRANITE REEF & CAMELBACK - SOUTHBOUND 117TH & MOUNTAIN VIEW - SOUTHBOUND 132ND & VIA LINDA - WESTBOUND GRANITE REEF & OSBORN - WESTBOUND PIMA & STAGECOACH - EASTBOUND 104TH & SWEETWATER - NORTHBOUND PIMA & HUALAPAI - WESTBOUND PIMA & WESTLAND - WESTBOUND 92ND & CHOLLA - EASTBOUND 130TH & SHEA - NORTHBOUND 1,200* 1,200 1,200 600* 600 600 1,100 1,100 1,100 1,100 600 600 600 600 600 600 550 550 550 550 691 692 693 694 695 696 697 698 699 700 SCOTTSDALE & INDIAN BEND - EASTBOUND HAYDEN & GRAYHAWK - EASTBOUND GRANITE REEF & THOMAS - NORTHBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - NORTHBOUND THOMPSON PEAK & MCDOWELL MTN RANCH - EASTBOUND 90TH & SHEA - SOUTHBOUND SCOTTSDALE & DIXILETA - WESTBOUND HAYDEN & OAK - WESTBOUND 100TH & FRANK LLOYD WRIGHT - NORTHBOUND 130TH & SHEA - SOUTHBOUND 1,600 1,600 1,600 2,100 2,600* 2,000 1,500 1,500* 1,500 1,500 533 533 533 525 520 500 500 500 500 500 701 702 703 704 705 706 707 708 709 710 SCOTTSDALE & JOMAX - WESTBOUND SCOTTSDALE & ASHLER HILLS - EASTBOUND SCOTTSDALE & WESTLAND - EASTBOUND 76TH & REDFIELD - NORTHBOUND HAYDEN & RAINTREE - EASTBOUND 100TH & SWEETWATER - WESTBOUND 124TH & VIA LINDA - SOUTHBOUND 90TH & THUNDERBIRD - SOUTHBOUND 96TH & CHOLLA - EASTBOUND PIMA & WESTLAND - EASTBOUND 1,000 1,000 1,000 1,000* 1,000* 1,000 1,000 500 500 1,400 500 500 500 500 500 500 500 500 500 467 711 712 713 714 715 716 717 718 719 720 THOMPSON PEAK & HORSESHOE CANYON - WESTBOUND HAYDEN & CAMELBACK - WESTBOUND PERIMETER & PRINCESS - NORTHBOUND 64TH & OAK - EASTBOUND SCOTTSDALE & OAK - WESTBOUND MILLER & WILLIAMS - WESTBOUND 100TH & SWEETWATER - EASTBOUND PIMA & MCDOWELL - SOUTHBOUND 70TH & SHEA - SOUTHBOUND 92ND & RAINTREE - NORTHBOUND 1,400 1,800 1,800 900 900 900 900 1,300* 1,600 1,200 467 450 450 450 450 450 450 433 400 400 721 722 723 724 725 726 727 728 729 730 92ND/100TH & FRANK LLOYD WRIGHT - NORTHBOUND 92ND & THUNDERBIRD - NORTHBOUND 60TH & OAK - SOUTHBOUND 64TH & OAK - WESTBOUND 96TH & CHOLLA - WESTBOUND VIA LINDA & VIA DE VENTURA - NORTHBOUND SCOTTSDALE & JOMAX - EASTBOUND PERIMETER & BELL - NORTHBOUND PIMA & HUALAPAI - EASTBOUND 1,200* 800 400 400 400 400 1,100 1,100 1,100 400 400 400 400 400 400 367 367 367 731 732 733 734 735 736 737 738 739 *Estimated Volume 2024 Traffic Volume and Collision Data Page 289 Scottsdale Traffic Engineering, February 2026 2024 Intersection Approach Volume, Sorted by Descending Lane Volume APPROACH NAME VOL LANE VOL RANK 92ND & THUNDERBIRD - SOUTHBOUND 1,100 367 740 92ND & RAINTREE - SOUTHBOUND 124TH & SHEA - NORTHBOUND 60TH & THOMAS - NORTHBOUND 64TH & DYNAMITE - SOUTHBOUND 68TH & CONTINENTAL - WESTBOUND SCOTTSDALE & CHOLLA - WESTBOUND SCOTTSDALE & CAREFREE - WESTBOUND GRANITE REEF & CAMELBACK - NORTHBOUND 94TH & SWEETWATER - EASTBOUND 94TH & SWEETWATER - WESTBOUND 1,100 1,100 700 700 700 700 700 700* 1,000 1,000 367 367 350 350 350 350 350 350 333 333 741 742 743 744 745 746 747 748 749 750 136TH & VIA LINDA - NORTHBOUND SCOTTSDALE & MAYO - WESTBOUND 64TH & CAMELBACK - NORTHBOUND GRANITE REEF & THOMAS - SOUTHBOUND 98TH & BELL - NORTHBOUND ALMA SCHOOL & DYNAMITE - SOUTHBOUND MILLER & ROOSEVELT - EASTBOUND PIMA & DIXILETA - EASTBOUND 92ND & CHOLLA - WESTBOUND 96TH & THUNDERBIRD - SOUTHBOUND 1,300 1,200 900 900 900 900* 600 600 600 600 325 300 300 300 300 300 300 300 300 300 751 752 753 754 755 756 757 758 759 760 60TH & THOMAS - SOUTHBOUND PIMA & JOMAX - WESTBOUND ALMA SCHOOL & HAPPY VALLEY - NORTHBOUND PERIMETER & PRINCESS - SOUTHBOUND THOMPSON PEAK & HORSESHOE CANYON - EASTBOUND PIMA & LEGACY - EASTBOUND FRANK LLOYD WRIGHT & RAINTREE - SOUTHBOUND MILLER & DEER VALLEY - WESTBOUND HAYDEN & FRANK LLOYD WRIGHT - SOUTHBOUND 92ND & MOUNTAIN VIEW - EASTBOUND 300 300 300* 800 800 1,000 1,000 500 500* 500 300 300 300 267 267 250 250 250 250 250 761 762 763 764 765 766 767 768 769 770 64TH & DYNAMITE - NORTHBOUND MILLER & OAK - EASTBOUND GRANITE REEF & INDIAN SCHOOL - NORTHBOUND MILLER & PINNACLE PEAK - SOUTHBOUND THOMPSON PEAK & WINDGATE PASS - EASTBOUND 136TH & SHEA - NORTHBOUND 84TH & CACTUS - NORTHBOUND MILLER & OAK - WESTBOUND 136TH & VIA LINDA - SOUTHBOUND GRANITE REEF & ROOSEVELT - NORTHBOUND 700 700 700 600 600 600 400 200* 500 300 233 233 233 200 200 200 200 200 167 150 771 772 773 774 775 776 777 778 779 780 98TH & BELL - SOUTHBOUND 68TH & OAK - EASTBOUND 96TH & VIA LINDA - NORTHBOUND FRANK LLOYD WRIGHT & THUNDERBIRD - SOUTHBOUND 76TH & REDFIELD - SOUTHBOUND 300 100 200 200 100* 100 100 67 50 50 781 782 783 784 785 *Estimated Volume 2024 Traffic Volume and Collision Data Page 290 Scottsdale Traffic Engineering, February 2026 This Page is Intentionally Left Blank. 2022 Traffic Volume and Collision Data Page 292 Scottsdale Traffic Engineering, February 2026