Traffic Engineering Transportation Department 7447 East Indian School Road, Suite 205 Scottsdale, Arizona 85251 2020 Congestion Report December 2020 City of Scottsdale 2020 Congestion Report Contents Introduction ............................................................................................................................................................................ 1 Intersection and Segment Charts............................................................................................................................................ 5 Intersection Levels of Service Overall – Sorted Alphabetically................................................................................................................................ 15 AM Peak Hour, Sorted by LOS Category ........................................................................................................... 25 Midday Peak Hour, Sorted by LOS Category ........................................................................................................... 33 PM Peak Hour, Sorted by LOS Category ........................................................................................................... 37 AM Peak Hour, Sorted by LOS Category – Arterial & Arterial Intersections Only ............................................ 41 Midday Peak Hour, Sorted by LOS Category – Arterial & Arterial Intersections Only ............................................ 45 PM Peak Hour, Sorted by LOS Category – Arterial & Arterial Intersections Only ............................................ 47 AM Peak Hour, Sorted by LOS Category – Arterial & Arterial Intersections Excluded ..................................... 49 Midday Peak Hour, Sorted by LOS Category – Arterial & Arterial Intersections Excluded ..................................... 55 PM Peak Hour, Sorted by LOS Category – Arterial & Arterial Intersections Excluded ..................................... 59 Corridor Data Overall – Sorted by Location .................................................................................................................................... 63 AM Peak Hour, Sorted by Percent of Posted Speed ......................................................................................... 67 Midday Peak Hour, Sorted by Percent of Posted Speed ......................................................................................... 71 PM Peak Hour, Sorted by Percent of Posted Speed ......................................................................................... 75 City of Scottsdale 2020 Congestion Report Introduction This document provides traffic congestion evaluations for the City of Scottsdale. Prior versions of this Congestion Report were referenced as a Levels of Service Report; none have been published in over a decade. This report includes operational measures of individual intersections as well as measures for street corridors. The operational measures are produced through traffic modeling software based on the city’s roadway network, representations of traffic signal functions, and regularly collected traffic counts. The resulting delays and other measures are presented in a tabulated format for comparison and future use. This document serves to present the current status of the City of Scottsdale’s traffic operations and may function as a screening tool to identify intersections and roadway segments for more detailed evaluation. Congestion or delay is related to the capacity of the intersection or segment and the number of users using the facility. Traditional Traffic Engineering practice assigns service ratings, termed Level of Service (“LOS”), represented by the letter grades A through F. LOS for vehicular traffic is meant to be representative of ease of use for road users to maneuver, change lanes, maintain speed, etc. LOS service ratings are based on performance measures such as delay, density or serviceability; LOS A represents the best operating conditions and LOS F being poor conditions or over capacity. It is generally preferred to have better LOS for a number of reasons including but not limited to reduced driver anxiety, reduced vehicular consumption and emissions, and time and economic losses. LOS can be applied to various aspects of transportation including, but not limited to, intersection vehicular operation, segment/highway operation, transit service, pedestrian sidewalk congestion and bicycle operation. Some of these service rating types are useful to the City of Scottsdale while some have less meaning for Scottsdale’s transportation characteristics. For example, highways are operated by the Arizona Department of Transportation, Valley Metro operates bus services and pedestrian levels of service are more relatable to cities that have a much higher proportion of pedestrian travel. This report presents intersection LOS as did prior LOS reports. The City of Scottsdale’s arterial roadway network features a grid‐like infrastructure with many signalized intersections. Congestion on roads within the city is predominantly influenced by intersections. Intersection vehicular LOS’s service measure is based on control delay which is the incurred delay due to conflicting traffic and the traffic control device, such as a traffic signal or a stop sign. Control delay averaged for all vehicles entering the intersection allows an overall LOS for signalized, all‐way stop, and roundabout intersections. Intersection LOS rating thresholds are displayed Table 1. Table 1: Intersection Vehicular Level of Service Thresholds LOS A B C D E F Control Delay per Vehicle Signalized Intersection Unsignalized Intersection <10 seconds <10 seconds 10‐20 seconds 10‐15 seconds 20‐35 seconds 15‐25 seconds 35‐55 seconds 25‐35 seconds 55‐80 seconds 35‐50 seconds >80 seconds >50 seconds As seen in Table 1, LOS ratings differ by type of traffic control, reflecting that it is acceptable for signalized intersections to have longer delays than unsignalized intersections. The City of Scottsdale, like many other jurisdictions, prefers that intersections operate at LOS D or better during the peak hours. The location and character of the intersection may affect what is considered an acceptable LOS. As an example, a driver may have more patience or expect more delay at a stop sign within an urban area at a major street than at a minor street in a suburban area. The difference in expectation demonstrates acceptance of more delay in some circumstances. The City of Scottsdale does not have separate 2020 Congestion Report Page 1 Scottsdale Traffic Engineering requirements based on regional character; however, LOS issues are comparatively rare in rural areas compared to urban areas and other concerns over zoning and/or density often occurs before overall LOS reaches critical levels in rural areas. Intersection LOS ratings are typically evaluated during weekday AM and PM peak hours – associated with peak commuter traffic. Peak hour conditions are often used for analysis when describing current conditions or projecting future conditions. Some circumstances consider other peak hours, such as weekday midday, Saturday midday, Sunday midday and evening peak hours in downtown districts. This report focuses on conditions during the weekday morning, midday and afternoon peak hours, which will be referred to as the AM peak hour, Midday/MD peak hour and PM peak hour, respectively. While tracking individual delay for every vehicle in all intersection approach lanes at a single intersection is possible, it is not common, and traffic modeling is frequently utilized in efforts to report citywide conditions. The Highway Capacity Manual (“HCM”, published by the Transportation Research Board), summarizes empirical data and research into mathematical equations to estimate LOS. The equations include many adjustment factors to assign a theoretical capacity and projects average delay related to counted vehicles and the estimated capacity. The City of Scottsdale currently utilizes the computer software program Synchro analyze LOS at the city’s intersections. Synchro utilizes equations and adjustments as defined in the HCM, as well as its proprietary algorithms that are able to evaluate prevalent conditions in Scottsdale that cannot be evaluated with HCM procedure. Scottsdale’s Synchro models are maintained to represent typical traffic conditions for use in maintenance and future planning of Scottsdale streets. Algorithms and models are not expected to provide perfect estimates of actual traffic conditions; traffic in general also has inherent variance by minute, hour, weekday and season. Figures 1 through 3 present an overall summary of all evaluated intersections during the analyzed peak hours. The figures show the LOS distribution and a plot of LOS with respect to the average number of stops the average entering vehicle experiences by intersection. The vast majority of evaluated intersections operate at LOS D or better. Average stops per vehicle varied by intersection and peak hour from less than 0.1 up to 0.91. Stops per vehicle and vehicular delay, which is related to LOS, are both desired to be minimized at intersections as much as reasonably possible to reduce aforementioned societal costs. Outputs for individual intersections are tabulated in the Intersection Levels of Service sections of this report. An acceptable LOS at an intersection is not necessarily an indication that mitigation measures improvements aren’t needed. Likewise, poor LOS isn’t necessarily an indication that mitigation measures will provide a benefit due to progression, saturation, and other potential limitations. City Transportation staff may review specific intersections for more detailed evaluation and real time observations to determine if any signal parameters need adjustment or for consideration of a capital improvement project. Additional charts with enhanced details are presented in the next section of the report. Note: The Synchro models and data are maintained and provided by Traffic Management Center. The data were collected at different times between 2016 and 2019. The results in this report do not reflect current traffic conditions. Analyses are based on collected data prior to traffic effects due to Covid‐19 response; traffic conditions have and continue to vary; this document is intended to present long term typical conditions. 2020 Congestion Report Page 2 Scottsdale Traffic Engineering Figure 1: AM Peak Hour LOS Distribution and LOS versus Average Stops per Vehicle Figure 2: Midday Peak Hour LOS Distribution and LOS versus Average Stops per Vehicle Figure 3: PM Peak Hour LOS Distribution and LOS versus Average Stops per Vehicle 2020 Congestion Report Page 3 Scottsdale Traffic Engineering Efforts to optimize individual intersection operations is layered with improving continuous travel along large corridor sections. Optimization of interconnected traffic signal controllers can improve signal progression where a series of signalized intersections are better coordinated to allow vehicles to travel further before being stopped at a traffic signal and reduce instances of vehicle arrival during a red phase. This effort is often referred to as ‘signal progression’ which aims to reduce overall delay though several coordinated intersections rather than preset or uncoordinated, individual intersections. The service measure often used for how well a corridor operates is the average travel speed and its comparison with the posted travel speed. Synchro’s corridor analysis uses intersection operational parameters to predict corridor delays at intersections which are used to estimate average travel speed. The evaluated travel speed is directly related to the speed limit(s) of the roadway and delays experienced at intersections according to the modeling software. The box and whisker chart in Figure 4 depict the percent of posted speed, that is, the average travel speed divided by average posted speed limit, per corridor and direction for the AM, midday and PM peak hours. A similar but more detailed chart with enhanced details is presented in the next section of the report. Figure 4: Travel Speed to Posted Speed Percentage per Corridor by Peak Hour The speeds for the evaluated corridors average 65 percent of the free flow speed during the AM peak hour, 69 percent during the midday peak hour and 64 percent during the PM peak hour. Due to modeling limitations, some corridors that were evaluated to have low‐outlying average travel speeds may be less accurate. This can be exaggerated for a shorter corridor that contains a major intersection with heavy delays. Transportation staff can review specific corridors in more detail using real time observations to determine if any improvements may be possible without impacting other corridors. Transportation staff regularly reviews intersection timing for improving traffic flow and overall progression. Individual adjustments are unlikely to have a drastic positive effect on analysis results published herein. As Scottsdale continues to increase in population and employment and additional traffic signals are constructed, average speeds may decrease over time. Outputs for individual corridors are tabulated in the Corridor Data sections of this report. 2020 Congestion Report Page 4 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Intersection and Segment Charts NOTES: The Synchro models and data are maintained and provided by Traffic Management Center. The data were collected at different times between 2016 and 2019. The results in this report do not reflect current traffic conditions. 2020 Congestion Report Page 5 Scottsdale Traffic Engineering Intersections, AM Peak Hour LOS Distribution of Analyzed Intersections F 1 E 1 D LOS Distribution of Analyzed Intersections All Intersections E C 67 C B 67 B A 10% 20% 30% 40% 50% 50% 15% 22% 25% 4% 58% 0% 60% Other Intersections 2% A 123 Arterial‐Arterial Intersections 22% D 21 0% 1.4% 0.0% 1.4% 0.0% F 10% 20% 30% 40% 50% 60% 70% Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 0.4 0.6 Analyzed Intersections 0.8 1 1.2 1 1.2 Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 0.4 0.6 Arterial‐Arterial Intersections 2020 Congestion Report Page 6 0.8 Other Intersections Scottsdale Traffic Engineering Intersections, AM Peak Hour LOS Distribution of Analyzed Intersections F 1.4% E 1.4% LOS Distribution of Analyzed Intersections Arterial‐Arterial Intersections D 22% C 0.0% D 2% 15% 25% A 4% 0% E Other Intersections B 22% A 0.0% C 50% B F 20% 40% 60% 58% 0% 20% 40% 60% 80% Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 0.4 0.6 Arterial‐Arterial Intersections 0.8 1 1.2 1 1.2 Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 2020 Congestion Report 0.4 0.6 Other Intersections Page 7 0.8 Scottsdale Traffic Engineering Intersections, MD Peak Hour LOS Distribution of Analyzed Intersections F 0 E 0 D LOS Distribution of Analyzed Intersections All Intersections E C A 58% 14% 19% 22% 13% A 51 20% 1% B 23 10% Other Intersections C 29 B Arterial‐Arterial Intersections 10% D 4 0% 0.0% 0.0% 0.0% 0.0% F 30% 40% 50% 62% 0% 60% 10% 20% 30% 40% 50% 60% 70% Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 0.4 0.6 Analyzed Intersections 0.8 1 1.2 1 1.2 Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 0.4 0.6 Arterial‐Arterial Intersections 2020 Congestion Report Page 8 0.8 Other Intersections Scottsdale Traffic Engineering Intersections, MD Peak Hour LOS Distribution of Analyzed Intersections F 0.0% E 0.0% D LOS Distribution of Analyzed Intersections Arterial‐Arterial Intersections 10% C 0.0% D 1% 14% 22% A 13% 0% E Other Intersections B 19% A 0.0% C 58% B F 20% 40% 60% 80% 62% 0% 20% 40% 60% 80% Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 0.4 0.6 Arterial‐Arterial Intersections 0.8 1 1.2 1 1.2 Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 2020 Congestion Report 0.4 0.6 Other Intersections Page 9 0.8 Scottsdale Traffic Engineering Intersections, PM Peak Hour LOS Distribution of Analyzed Intersections F 2 E 2 D LOS Distribution of Analyzed Intersections All Intersections E C B 20% 30% 21% 40% 38% 6% A 41 10% 45% 10% B 38 A Other Intersections 4% C 23 Arterial‐Arterial Intersections 18% D 9 0% 6.1% 0.0% 3.0% 1.2% F 50% 48% 0% 60% 10% 20% 30% 40% 50% 60% 70% Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 0.4 0.6 Analyzed Intersections 0.8 1 1.2 1 1.2 Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 0.4 0.6 Arterial‐Arterial Intersections 2020 Congestion Report Page 10 0.8 Other Intersections Scottsdale Traffic Engineering Intersections, PM Peak Hour LOS Distribution of Analyzed Intersections F Arterial‐Arterial Intersections 6.1% E LOS Distribution of Analyzed Intersections 3.0% D 18% C 45% B 10% E 1.2% D 4% C 10% 38% A 6% 0% 0.0% B 21% A Other Intersections F 20% 30% 40% 50% 48% 0% 10% 20% 30% 40% 50% Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 0.4 0.6 Arterial‐Arterial Intersections 0.8 1 1.2 1 1.2 Level of Service vs Average Stops per Vehicle F E D C B A 0 0.2 2020 Congestion Report 0.4 0.6 Other Intersections Page 11 0.8 Scottsdale Traffic Engineering Intersections, AM, Midday, and PM Peak Hours By Classification LOS Distribution of Analyzed Intersections ‐ Arterial‐Arterial Intersections Only AM Peak Hour F Midday Peak Hour PM Peak Hour E D C B A 0% 10% 20% 30% 40% 50% 60% 70% LOS Distribution of Analyzed Intersections ‐ Arterial‐Arterial Intersections Excluded AM Peak Hour F Midday Peak Hour PM Peak Hour E D C B A 0% 10% 2020 Congestion Report 20% 30% 40% Page 12 50% 60% 70% Scottsdale Traffic Engineering Segments, AM, Midday and PM Peak Hours 99% 98% 93% 79% 78% 76% 69% 65% 65% 58% 57% 55% INDIAN SCHOOL, WB CHAPARRAL, EB CHAPARRAL, WB THOMAS, WB CHAPARRAL, WB VIA DE VENTURA, EB INDIAN SCHOOL, WB CHAPARRAL, WB 28% 36% MCDOWELL, EB INDIAN SCHOOL, EB INDIAN SCHOOL, WB MCDOWELL, WB MCDONALD, EB CAREFREE, EB CAMELBACK, EB CAREFREE, EB 22% INDIAN SCHOOL, EB CAMELBACK, EB CAREFREE, EB 2020 Congestion Report Page 13 Scottsdale Traffic Engineering This Page is Intentionally Blank 2020 Congestion Report Page 14 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Intersection LOS, Overall - Sorted Alphabetically NOTES: Digits are listed before letters; for example, 100th Street is listed before Alma School Road. Numbered streets names are treated as a name, not a value; for example, 100th Street is listed before 90th Street. Roadways with two street names are alphabetized by the first street name ignore the second listed street name; for example, 64th Street/Glavin Parkway & McDowell Road is listed before 64th Street & Oak Street. Intersections have a displayed rank by analysis period. Rank is determined by level of service (“LOS”), worst to best, then by average delay per vehicle. 2020 Congestion Report Page 15 Scottsdale Traffic Engineering AM Peak Hour Delay/ LOS Rank Veh (s) Midday Peak Hour Delay/ LOS Rank Veh (s) PM Peak Hour Delay/ LOS Rank Veh (s) ‐‐ C ‐‐ ‐‐ D D ‐‐ D C A ‐‐ 38 ‐‐ ‐‐ 8 6 ‐‐ 14 55 204 ‐‐ 30 ‐‐ ‐‐ 41 43 ‐‐ 35 26 6 ‐‐ C ‐‐ ‐‐ C D ‐‐ C ‐‐ A ‐‐ 31 ‐‐ ‐‐ 20 1 ‐‐ 5 ‐‐ 106 ‐‐ 20 ‐‐ ‐‐ 24 46 ‐‐ 34 ‐‐ 2 ‐‐ C ‐‐ ‐‐ C D ‐‐ C ‐‐ A ‐‐ 34 ‐‐ ‐‐ 15 6 ‐‐ 14 ‐‐ 113 ‐‐ 21 ‐‐ ‐‐ 34 41 ‐‐ 34 ‐‐ 3 SHEA HAPPY VALLEY MOUNTAIN VIEW JOMAX VIA LINDA SHEA VIA LINDA ‐‐ ‐‐ C A ‐‐ ‐‐ ‐‐ A B B ‐‐ ‐‐ 32 195 ‐‐ ‐‐ ‐‐ 165 111 124 ‐‐ ‐‐ 32 6 ‐‐ ‐‐ ‐‐ 9 16 14 ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ B ‐‐ ‐‐ 26 ‐‐ ‐‐ ‐‐ ‐‐ 91 ‐‐ 45 ‐‐ ‐‐ 23 ‐‐ ‐‐ ‐‐ ‐‐ 4 ‐‐ 13 ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ B ‐‐ ‐‐ 40 ‐‐ ‐‐ ‐‐ ‐‐ 112 ‐‐ 56 ‐‐ ‐‐ 19 ‐‐ ‐‐ ‐‐ ‐‐ 3 ‐‐ 13 128TH 130TH 132ND 134TH 136TH 136TH 56TH 56TH 56TH 56TH SHEA SHEA VIA LINDA SHEA SHEA VIA LINDA CAREFREE DYNAMITE OAK THOMAS B B ‐‐ A D ‐‐ B B ‐‐ ‐‐ 133 128 ‐‐ 158 20 ‐‐ 141 154 ‐‐ ‐‐ 12 13 ‐‐ 9 29 ‐‐ 12 10 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 60TH 60TH 60TH 64TH 64TH 64TH 64TH 64TH 64TH/GALVIN 64TH CAREFREE OAK THOMAS CACTUS CAMELBACK CHOLLA DYNAMITE INDIAN SCHOOL MCDOWELL OAK B ‐‐ ‐‐ B ‐‐ ‐‐ B D D ‐‐ 94 ‐‐ ‐‐ 136 ‐‐ ‐‐ 132 22 15 ‐‐ 19 ‐‐ ‐‐ 12 ‐‐ ‐‐ 13 26 35 ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 53 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 11 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 29 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 23 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 64TH 64TH 64TH 68TH OSBORN SHEA THOMAS CAMELBACK ‐‐ C ‐‐ ‐‐ ‐‐ 44 ‐‐ ‐‐ ‐‐ 28 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ N/S_STREET E/W_STREET 100TH 100TH 100TH 101 FREEWAY 101 FREEWAY 101 FREEWAY 101 FREEWAY 101 FREEWAY 101 FREEWAY 102ND CACTUS FRANK LLOYD WRIGHT SWEETWATER BELL CACTUS FRANK LLOYD WRIGHT PIMA/PRINCESS RAINTREE SHEA 104TH 104TH 105TH 110TH 115TH/ALAMEDA 117TH 118TH 118TH 124TH 124TH 2020 Congestion Report MCDOWELL MOUNTAIN RANCH CACTUS SWEETWATER MCDOWELL MOUNTAIN RANCH Page 16 Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour Delay/ LOS Rank Veh (s) 68TH 68TH 68TH 68TH 68TH 68TH CHAPARRAL INDIAN SCHOOL MCDOWELL OAK OSBORN ROOSEVELT ‐‐ C C A ‐‐ ‐‐ ‐‐ 26 24 208 ‐‐ ‐‐ ‐‐ 34 34 6 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 68TH 70TH 70TH 70TH 70TH 71ST 72ND 73RD 73RD 73RD THOMAS GOLD DUST MCDOWELL SHEA THOMAS SHEA SHEA BUTHERUS KIERLAND THUNDERBIRD C A A B A A A B A A 79 244 197 134 185 247 248 108 194 203 21 4 6 12 7 3 3 17 7 6 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C B B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 25 55 51 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 23 10 12 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C B B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 18 64 51 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 34 11 14 74TH 74TH 75TH 76TH 76TH 76TH 76TH PL 77TH 78TH 8125 E MCDOWELL SHEA INDIAN SCHOOL FRANK LLOYD WRIGHT REDFIELD THOMPSON PEAK REDFIELD MCDOWELL MCDONALD INDIAN BEND B B A A A A A A A A 143 102 217 163 220 178 265 213 174 280 11 17 5 9 5 8 2 5 8 0 ‐‐ ‐‐ ‐‐ A A A A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 69 73 74 89 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 7 7 7 4 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B A A B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 68 86 90 60 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 10 7 6 12 ‐‐ ‐‐ ‐‐ 82ND 82ND 82ND 82ND 84TH 84TH 86TH 86TH 87TH 87TH INDIAN SCHOOL MCDONALD MCDOWELL RAINTREE CACTUS SHEA CHAPARRAL MCDONALD NORTHSIGHT RAINTREE A B A A A A B C A A 200 115 252 223 209 171 103 85 243 214 6 16 3 5 5 8 17 20 4 5 ‐‐ ‐‐ ‐‐ A A ‐‐ ‐‐ ‐‐ A B ‐‐ ‐‐ ‐‐ 59 81 ‐‐ ‐‐ ‐‐ 62 52 ‐‐ ‐‐ ‐‐ 9 5 ‐‐ ‐‐ ‐‐ 9 11 ‐‐ ‐‐ ‐‐ B A ‐‐ ‐‐ ‐‐ A B ‐‐ ‐‐ ‐‐ 54 92 ‐‐ ‐‐ ‐‐ 91 38 ‐‐ ‐‐ ‐‐ 13 5 ‐‐ ‐‐ ‐‐ 6 19 90TH 90TH 90TH 90TH 90TH/REDFIELD 90TH 90TH 90TH CACTUS COCHISE FRANK LLOYD WRIGHT MOUNTAIN VIEW RAINTREE SHEA THOMPSON PEAK THUNDERBIRD B A A C B B A ‐‐ 122 257 162 52 125 95 192 ‐‐ 14 3 9 27 14 18 7 ‐‐ A ‐‐ B ‐‐ B ‐‐ A ‐‐ 78 ‐‐ 48 ‐‐ 41 ‐‐ 65 ‐‐ 6 ‐‐ 12 ‐‐ 13 ‐‐ 8 ‐‐ A ‐‐ A ‐‐ B ‐‐ B ‐‐ 94 ‐‐ 75 ‐‐ 49 ‐‐ 62 ‐‐ 5 ‐‐ 9 ‐‐ 15 ‐‐ 12 ‐‐ 2020 Congestion Report Page 17 Midday Peak Hour Delay/ LOS Rank Veh (s) PM Peak Hour Delay/ LOS Rank Veh (s) Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour Delay/ LOS Rank Veh (s) 90TH 91ST VIA LINDA BELL C A 31 236 32 4 ‐‐ A ‐‐ 64 ‐‐ 8 ‐‐ B ‐‐ 65 ‐‐ 11 91ST 91ST/SAN SALVADOR 92ND 92ND/100TH 92ND 92ND 92ND 92ND 94TH 94TH LEGACY VIA LINDA CHOLLA FRANK LLOYD WRIGHT MOUNTAIN VIEW RAINTREE SHEA THUNDERBIRD BELL CACTUS A B A B B B B ‐‐ D C 239 139 238 123 105 146 119 ‐‐ 11 39 4 12 4 14 17 11 15 ‐‐ 38 30 A ‐‐ A A ‐‐ A ‐‐ ‐‐ B C 100 ‐‐ 92 57 ‐‐ 99 ‐‐ ‐‐ 42 22 3 ‐‐ 4 9 ‐‐ 3 ‐‐ ‐‐ 13 24 ‐‐ B A B ‐‐ A ‐‐ ‐‐ B C ‐‐ 50 105 70 ‐‐ 101 ‐‐ ‐‐ 43 27 ‐‐ 15 4 10 ‐‐ 4 ‐‐ ‐‐ 18 24 94TH 94TH 94TH 96TH 96TH 96TH 96TH 96TH 96TH 96TH LEGACY SWEETWATER THUNDERBIRD CACTUS CHOLLA MOUNTAIN VIEW SHEA SWEETWATER THUNDERBIRD VIA LINDA C A B B ‐‐ C C ‐‐ ‐‐ A 81 177 120 140 ‐‐ 48 70 ‐‐ ‐‐ 166 21 8 15 12 ‐‐ 28 23 ‐‐ ‐‐ 9 A A B A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 75 93 43 66 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 7 4 13 8 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A A B B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A 78 96 48 71 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 77 9 5 16 10 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 9 98TH ALMA SCHOOL ALMA SCHOOL ALMA SCHOOL BROWN BUCKBOARD CATTLETRACK CIVIC CENTER DESERT CAMP (EAST) DESERT CAMP (WEST) BELL DYNAMITE HAPPY VALLEY JOMAX INDIAN SCHOOL INDIAN SCHOOL MCDONALD THOMAS THOMPSON PEAK THOMPSON PEAK C A ‐‐ ‐‐ A A A A A A 80 168 ‐‐ ‐‐ 269 267 202 173 226 225 21 9 ‐‐ ‐‐ 2 2 6 8 5 5 C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A A 28 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 107 95 22 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 2 4 B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A A 72 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 115 106 10 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 3 4 DRINKWATER DRINKWATER DRINKWATER DRINKWATER DRINKWATER FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT 2ND 3RD 5TH INDIAN SCHOOL OSBORN ALTADENA CACTUS RAINTREE SHEA THUNDERBIRD B A B C C A A A C A 149 206 150 74 59 212 160 188 65 235 11 6 11 22 26 5 9 7 24 4 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A A A ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 102 58 72 ‐‐ 104 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 2 9 7 ‐‐ 2 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A B B ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 89 52 45 ‐‐ 95 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6 13 17 ‐‐ 5 FRANK LLOYD WRIGHT VIA LINDA D 13 37 C 7 31 C 16 34 2020 Congestion Report Page 18 Midday Peak Hour Delay/ LOS Rank Veh (s) PM Peak Hour Delay/ LOS Rank Veh (s) Scottsdale Traffic Engineering AM Peak Hour Delay/ LOS Rank Veh (s) Midday Peak Hour Delay/ LOS Rank Veh (s) PM Peak Hour Delay/ LOS Rank Veh (s) GAINEY RANCH/VAQUERO DOUBLETREE RANCH GOLDWATER 5TH GOLDWATER CAMELBACK GOLDWATER FASHION SQUARE GOLDWATER HIGHLAND GOLDWATER INDIAN SCHOOL A A A A A D A A C 271 271 224 242 256 17 278 279 41 2 2 5 4 3 35 1 1 30 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ GOLDWATER GOLDWATER GOLDWATER (SOUTH) GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF GRANITE REEF MAIN VIA SOLERI SCOTTSDALE CAMELBACK CHAPARRAL INDIAN SCHOOL MCDONALD MCDOWELL OAK OSBORN A A C B C A B B ‐‐ ‐‐ 272 240 87 110 72 184 137 97 ‐‐ ‐‐ 2 4 20 17 23 7 12 18 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ GRANITE REEF GRANITE REEF GRAYHAWK GREENWAY‐HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN ROOSEVELT THOMAS THOMPSON PEAK FRANK LLOYD WRIGHT 101 FREEWAY EB 101 FREEWAY WB 83RD BELL CACTUS CAMELBACK ‐‐ B A C B B A F D C ‐‐ 114 221 56 92 130 193 1 9 77 ‐‐ 16 5 26 19 13 7 159 39 21 ‐‐ ‐‐ A C C C B B C ‐‐ ‐‐ ‐‐ 83 8 33 32 50 34 11 ‐‐ ‐‐ ‐‐ 5 30 20 20 12 17 30 ‐‐ ‐‐ ‐‐ A D C C B F D ‐‐ ‐‐ ‐‐ 87 7 20 17 55 1 9 ‐‐ ‐‐ ‐‐ 7 39 33 34 13 377 37 ‐‐ HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN CHAPARRAL COMMERCE FRANK LLOYD WRIGHT GRAYHAWK INDIAN BEND INDIAN SCHOOL JACKRABBIT JOE FOSS LEGACY LINCOLN C A B A C D A A A A 36 277 129 175 46 12 253 276 255 215 30 1 13 8 28 37 3 1 3 5 ‐‐ ‐‐ C A ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ 10 88 ‐‐ ‐‐ ‐‐ ‐‐ 103 ‐‐ ‐‐ ‐‐ 30 4 ‐‐ ‐‐ ‐‐ ‐‐ 2 ‐‐ ‐‐ ‐‐ C A ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ 22 102 ‐‐ ‐‐ ‐‐ ‐‐ 111 ‐‐ ‐‐ ‐‐ 26 4 ‐‐ ‐‐ ‐‐ ‐‐ 3 ‐‐ HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN MCCORMICK MCDONALD MCDOWELL MCKELLIPS MOUNTAIN VIEW B C C D D 98 49 60 7 21 18 27 25 42 26 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ N/S_STREET E/W_STREET GAINEY CENTER/VAQUERO DOUBLETREE RANCH GAINEY CENTER/VAQUERO DOUBLETREE RANCH GAINEY CLUB/GAINEY SUITES DOUBLETREE RANCH 2020 Congestion Report Page 19 Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour Delay/ LOS Rank Veh (s) HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN NORTHSIGHT OAK OSBORN PALM PRINCESS ‐‐ A B A B ‐‐ 234 113 218 153 ‐‐ 4 16 5 10 ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ 56 ‐‐ ‐‐ ‐‐ ‐‐ 10 ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ 53 ‐‐ ‐‐ ‐‐ ‐‐ 13 HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN HAYDEN RAINTREE REDFIELD ROOSEVELT ROYAL PALM SHEA SWEETWATER THOMAS THOMPSON PEAK VIA DE VENTURA VIA LINDA B B A A C A D C C B 104 116 172 216 82 187 5 43 50 138 17 16 8 5 20 7 45 29 27 12 C B ‐‐ ‐‐ ‐‐ A ‐‐ C ‐‐ ‐‐ 12 40 ‐‐ ‐‐ ‐‐ 105 ‐‐ 21 ‐‐ ‐‐ 28 13 ‐‐ ‐‐ ‐‐ 2 ‐‐ 24 ‐‐ ‐‐ D B ‐‐ ‐‐ ‐‐ A ‐‐ C ‐‐ ‐‐ 11 42 ‐‐ ‐‐ ‐‐ 85 ‐‐ 28 ‐‐ ‐‐ 36 18 ‐‐ ‐‐ ‐‐ 7 ‐‐ 23 ‐‐ ‐‐ MARSHALL MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER MILLER INDIAN SCHOOL 2ND CAMELBACK CHAPARRAL DEER VALLEY INDIAN SCHOOL MCDOWELL MCKELLIPS OAK OSBORN A B ‐‐ C A C B ‐‐ ‐‐ B 241 157 ‐‐ 73 222 71 112 ‐‐ ‐‐ 155 4 10 ‐‐ 23 5 23 16 ‐‐ ‐‐ 10 ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 84 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 103 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 4 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ MILLER MILLER MILLER MILLER MILLER NORTHSIGHT NORTHSIGHT PERIMETER PERIMETER PIMA PINNACLE PEAK ROOSEVELT SHEA THOMAS WILLIAMS FRANK LLOYD WRIGHT RAINTREE BELL PRINCESS CHAPARRAL B B A C A A C A A C 106 148 260 61 167 196 40 205 191 35 17 11 2 25 9 6 30 6 7 31 C ‐‐ ‐‐ ‐‐ A B D A B ‐‐ 13 ‐‐ ‐‐ ‐‐ 79 46 2 67 44 ‐‐ 28 ‐‐ ‐‐ ‐‐ 6 12 37 8 13 ‐‐ E ‐‐ ‐‐ ‐‐ B B D B B ‐‐ 3 ‐‐ ‐‐ ‐‐ 61 57 12 63 44 ‐‐ 74 ‐‐ ‐‐ ‐‐ 12 12 35 12 18 ‐‐ PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA DIXILETA DYNAMITE HAPPY VALLEY HUALAPAI HUMMINGBIRD INDIAN BEND INDIAN SCHOOL JOMAX LEGACY A C C A B B C D C 258 54 58 233 142 117 62 18 57 3 27 26 4 12 16 25 35 26 ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ 97 ‐‐ ‐‐ ‐‐ ‐‐ 35 ‐‐ ‐‐ ‐‐ 3 ‐‐ ‐‐ ‐‐ ‐‐ 16 ‐‐ C B A ‐‐ ‐‐ ‐‐ A B ‐‐ 36 47 110 ‐‐ ‐‐ ‐‐ 114 41 ‐‐ 20 16 3 ‐‐ ‐‐ ‐‐ 3 18 2020 Congestion Report Page 20 Midday Peak Hour Delay/ LOS Rank Veh (s) PM Peak Hour Delay/ LOS Rank Veh (s) Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour Delay/ LOS Rank Veh (s) PIMA LONE MOUNTAIN B 156 10 ‐‐ ‐‐ ‐‐ A 80 8 PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA PIMA LOS GATOS MARKET MCDONALD MCDOWELL PIMA CENTER PINNACLE PEAK SALT RIVER FIELDS STAGECOACH THOMAS THOMPSON PEAK A A C A C C A ‐‐ B C 210 250 84 246 90 76 268 ‐‐ 91 68 5 3 20 3 16 21 2 ‐‐ 19 24 A A ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ C 87 98 ‐‐ ‐‐ ‐‐ 30 ‐‐ ‐‐ ‐‐ 16 4 3 ‐‐ ‐‐ ‐‐ 21 ‐‐ ‐‐ ‐‐ 25 A A ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ C 108 93 ‐‐ ‐‐ ‐‐ 33 ‐‐ ‐‐ ‐‐ 21 3 5 ‐‐ ‐‐ ‐‐ 21 ‐‐ ‐‐ ‐‐ 27 PIMA PIMA PIMA CROSSING PROMENADE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE VIA DE VENTURA WESTLAND SHEA FRANK LLOYD WRIGHT 101 FREEWAY EB 101 FREEWAY WB 17050 N 1ST AVE 1ST ST 2ND C B A A C C A ‐‐ A A 51 121 259 262 33 69 230 ‐‐ 169 179 27 15 2 2 31 23 4 ‐‐ 9 8 ‐‐ ‐‐ ‐‐ B C C A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 54 19 27 80 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 10 24 22 5 ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ A C C B ‐‐ ‐‐ ‐‐ ‐‐ 73 ‐‐ 83 30 23 66 ‐‐ ‐‐ ‐‐ ‐‐ 10 ‐‐ 7 22 25 10 ‐‐ ‐‐ ‐‐ SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE 3RD 5TH 6750 N 7025 N ACOMA ASHLER HILLS BUTHERUS CACTUS CAMELBACK CAREFREE A B A A A A C C C B 227 109 274 261 159 186 45 42 28 101 5 17 1 2 9 7 28 29 33 18 ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ C C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 47 ‐‐ 6 14 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 12 ‐‐ 31 26 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ D D ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 37 ‐‐ 10 8 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 19 ‐‐ 37 38 ‐‐ ‐‐ SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE CHAPARRAL CHAUNCEY CHEYNEY CHOLLA DEER VALLEY DIXILETA DOUBLETREE DRINKWATER (NORTH) DRINKWATER (SOUTH) DYNAMITE C A A A A B C A A D 78 198 211 182 228 100 34 176 264 19 21 6 5 7 4 18 31 8 2 31 ‐‐ A ‐‐ A A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 86 ‐‐ 96 71 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 4 ‐‐ 3 7 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ A A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 67 ‐‐ 107 84 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 10 ‐‐ 3 7 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ SCOTTSDALE SCOTTSDALE EARL EASTWOOD A A 254 245 3 3 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 2020 Congestion Report Page 21 Midday Peak Hour Delay/ LOS Rank Veh (s) PM Peak Hour Delay/ LOS Rank Veh (s) Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour Delay/ LOS Rank Veh (s) Midday Peak Hour Delay/ LOS Rank Veh (s) PM Peak Hour Delay/ LOS Rank Veh (s) SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE FASHION SQUARE FRANK LLOYD WRIGHT GAINEY SUITES GOLD DUST GRAYHAWK GREENWAY‐HAYDEN HAPPY VALLEY HENKEL A E A B A C A A 266 2 275 135 161 88 232 273 2 37 1 12 9 19 4 1 ‐‐ D ‐‐ ‐‐ A C ‐‐ A ‐‐ 4 ‐‐ ‐‐ 82 23 ‐‐ 101 ‐‐ 30 ‐‐ ‐‐ 5 23 ‐‐ 2 ‐‐ F ‐‐ ‐‐ A D B A ‐‐ 2 ‐‐ ‐‐ 88 13 69 81 ‐‐ 52 ‐‐ ‐‐ 6 27 10 7 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE HIGHLAND INDIAN BEND INDIAN SCHOOL JACKRABBIT JOMAX LEGACY LINCOLN LONE MOUNTAIN MAIN MAYO B D C B A A C C C C 145 23 53 144 199 170 66 75 64 89 11 25 27 11 6 8 24 22 25 18 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 68 ‐‐ ‐‐ ‐‐ 29 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 7 ‐‐ ‐‐ ‐‐ 21 ‐‐ ‐‐ ‐‐ ‐‐ A B ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ 109 58 ‐‐ ‐‐ ‐‐ 31 ‐‐ ‐‐ ‐‐ ‐‐ 3 12 ‐‐ ‐‐ ‐‐ 22 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MCCORMICK MCDONALD MCDOWELL MCKELLIPS MERCER MESCAL MOUNTAIN VIEW OAK OSBORN PARADISE A C D D A A C A B A 180 30 10 16 249 181 67 164 93 183 7 32 38 35 3 7 24 9 19 7 ‐‐ ‐‐ ‐‐ ‐‐ A A ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ 70 63 ‐‐ ‐‐ ‐‐ 39 ‐‐ ‐‐ ‐‐ ‐‐ 7 8 ‐‐ ‐‐ ‐‐ 13 ‐‐ ‐‐ ‐‐ ‐‐ A B ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ 82 59 ‐‐ ‐‐ ‐‐ 35 ‐‐ ‐‐ ‐‐ ‐‐ 7 12 ‐‐ ‐‐ ‐‐ 20 SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE PINNACLE PEAK PRINCESS RANCHO VISTA ROOSEVELT ROSE SHEA SKYSONG SWEETWATER THOMAS THOMPSON PEAK D B A B A D A B C B 3 152 219 99 229 4 201 151 29 127 50 10 5 18 4 49 6 10 32 13 C B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ B 17 38 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 76 ‐‐ 37 25 14 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6 ‐‐ 15 D A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ B 5 76 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 100 ‐‐ 46 54 9 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 4 ‐‐ 16 SCOTTSDALE THUNDERBIRD SCOTTSDALE VISTA SCOTTSDALE WESTLAND SCOTTSDALE WILLIAMS SCOTTSDALE HEALTHCARE THOMPSON PEAK THOMPSON PEAK 100TH C A B A A C 27 251 126 231 207 83 33 3 14 4 6 20 C ‐‐ ‐‐ A A B 9 ‐‐ ‐‐ 77 60 49 30 ‐‐ ‐‐ 6 9 12 E ‐‐ ‐‐ A B C 4 ‐‐ ‐‐ 79 74 26 59 ‐‐ ‐‐ 8 10 24 2020 Congestion Report Page 22 Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour Delay/ LOS Rank Veh (s) THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK BELL FRANK LLOYD WRIGHT HORSESHOE CANYON LEGACY B C A C 107 37 237 47 17 30 4 28 B D A C 36 3 85 15 16 35 5 26 B C A C 39 19 98 32 19 33 5 22 THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK VIA DE NEGOCIO VIA LINDA VIA LINDA VIA LINDA VIA LINDA MCDOWELL MOUNTAIN RANCH C A C A B A B C B B 25 189 86 190 147 263 131 63 96 118 34 7 20 7 11 2 13 25 18 16 C A C A A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 24 90 18 94 61 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 23 4 25 4 9 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C A C A A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 24 104 25 97 99 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 25 4 25 5 5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 2020 Congestion Report PARADISE RAINTREE REDFIELD WINDGATE PASS VIA DE VENTURA LAKEVIEW MOUNTAIN VIEW SHEA VIA DE VENTURA Page 23 Midday Peak Hour Delay/ LOS Rank Veh (s) PM Peak Hour Delay/ LOS Rank Veh (s) Scottsdale Traffic Engineering This Page is Intentionally Blank 2020 Congestion Report Page 24 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Intersection LOS - AM Peak Hour, Sorted by LOS Category NOTE: Intersections have a displayed rank by analysis period. Rank is determined by level of service (“LOS”), worst to best, then by average delay per vehicle. 2020 Congestion Report Page 25 Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Stops/ Total Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank HAYDEN SCOTTSDALE SCOTTSDALE SCOTTSDALE HAYDEN 101 FREEWAY HAYDEN 101 FREEWAY HAYDEN SCOTTSDALE BELL FRANK LLOYD WRIGHT PINNACLE PEAK SHEA THOMAS FRANK LLOYD WRIGHT MCKELLIPS CACTUS CACTUS MCDOWELL 1 2 3 4 5 6 7 8 9 10 F E D D D D D D D D 159 37 50 49 45 43 42 41 39 38 89 57 53 66 54 75 43 55 50 49 94TH HAYDEN FRANK LLOYD WRIGHT 101 FREEWAY 64TH/GALVIN SCOTTSDALE GOLDWATER PIMA SCOTTSDALE 136TH BELL INDIAN SCHOOL VIA LINDA RAINTREE MCDOWELL MCKELLIPS CAMELBACK JOMAX DYNAMITE SHEA 11 12 13 14 15 16 17 18 19 20 D D D D D D D D D D 38 37 37 35 35 35 35 35 31 29 28 48 39 45 43 30 27 13 25 26 HAYDEN 64TH SCOTTSDALE 68TH THOMPSON PEAK 68TH SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE MOUNTAIN VIEW INDIAN SCHOOL INDIAN BEND MCDOWELL 21 22 23 24 25 26 27 28 29 30 D D D C C C C C C C 26 26 25 34 34 34 33 33 32 32 21 14 27 38 29 24 41 26 38 37 101 FREEWAY EB DOUBLETREE CHAPARRAL CHAPARRAL FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT CACTUS RAINTREE 31 32 33 34 35 36 37 38 39 40 C C C C C C C C C C 32 32 31 31 31 30 30 30 30 30 30 11 38 34 22 32 29 25 22 21 INDIAN SCHOOL CACTUS THOMPSON PEAK SHEA 41 42 43 44 C C C C 30 29 29 28 16 43 22 33 90TH 105TH SCOTTSDALE SCOTTSDALE PIMA HAYDEN THOMPSON PEAK 100TH 94TH NORTHSIGHT GOLDWATER SCOTTSDALE HAYDEN 64TH 2020 Congestion Report MCDOWELL MOUNTAIN RANCH INDIAN SCHOOL THUNDERBIRD CAMELBACK THOMAS MCDONALD VIA LINDA MCDOWELL MOUNTAIN RANCH Page 26 0.32 0.69 0.84 0.91 0.88 0.72 0.81 0.67 0.76 0.84 ‐1 0.72 0.85 0.7 0.6 0.82 0.72 0.61 0.18 0.75 0.67 ‐1 0.7 0.53 0.54 0.77 0.76 0.65 0.81 0.64 0.72 0.77 ‐1 0.76 0.61 0.64 0.73 0.69 0.71 0.7 0.56 0.55 0.61 ‐1 0.76 0.71 0.72 0.65 B D C ‐‐ ‐‐ D ‐‐ C C ‐‐ 34 4 17 ‐‐ ‐‐ 1 ‐‐ 20 11 ‐‐ F F D ‐‐ ‐‐ D ‐‐ C D ‐‐ 1 2 5 ‐‐ ‐‐ 6 ‐‐ 15 9 ‐‐ B ‐‐ C C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 42 ‐‐ 7 5 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ C C ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ 43 ‐‐ 16 14 ‐‐ ‐‐ ‐‐ 114 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 24 ‐‐ 9 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ E ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 24 ‐‐ 4 ‐‐ ‐‐ ‐‐ ‐‐ C C ‐‐ ‐‐ ‐‐ D C C D ‐‐ 26 19 ‐‐ ‐‐ ‐‐ 3 31 22 2 ‐‐ B C ‐‐ ‐‐ ‐‐ C C C D ‐‐ 40 30 ‐‐ ‐‐ ‐‐ 19 34 27 12 ‐‐ C C ‐‐ ‐‐ 14 21 ‐‐ ‐‐ D C ‐‐ ‐‐ 8 28 ‐‐ Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Stops/ Total Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank SCOTTSDALE HAYDEN THOMPSON PEAK 96TH HAYDEN HAYDEN BUTHERUS INDIAN BEND LEGACY MOUNTAIN VIEW MCDONALD VIA DE VENTURA 45 46 47 48 49 50 C C C C C C 28 28 28 28 27 27 31 30 13 9 31 30 PIMA 90TH SCOTTSDALE PIMA 101 FREEWAY GREENWAY‐HAYDEN PIMA PIMA DRINKWATER HAYDEN VIA DE VENTURA MOUNTAIN VIEW INDIAN SCHOOL DYNAMITE SHEA FRANK LLOYD WRIGHT LEGACY HAPPY VALLEY OSBORN MCDOWELL 51 52 53 54 55 56 57 58 59 60 C C C C C C C C C C 27 27 27 27 26 26 26 26 26 25 24 15 15 15 44 34 24 19 12 28 MILLER PIMA VIA LINDA SCOTTSDALE FRANK LLOYD WRIGHT SCOTTSDALE SCOTTSDALE PIMA SCOTTSDALE 96TH THOMAS INDIAN SCHOOL MOUNTAIN VIEW MAIN SHEA LINCOLN MOUNTAIN VIEW THOMPSON PEAK 101 FREEWAY WB SHEA 61 62 63 64 65 66 67 68 69 70 C C C C C C C C C C 25 25 25 25 24 24 24 24 23 23 20 18 11 7 31 28 25 25 30 28 MILLER GRANITE REEF MILLER DRINKWATER SCOTTSDALE PIMA HAYDEN SCOTTSDALE 68TH 98TH INDIAN SCHOOL CHAPARRAL CHAPARRAL INDIAN SCHOOL LONE MOUNTAIN PINNACLE PEAK CAMELBACK CHAPARRAL THOMAS BELL 71 72 73 74 75 76 77 78 79 80 C C C C C C C C C C 23 23 23 22 22 21 21 21 21 21 17 14 10 15 15 21 19 19 16 10 94TH HAYDEN THOMPSON PEAK PIMA 86TH THOMPSON PEAK GOLDWATER (SOUTH) SCOTTSDALE LEGACY SHEA 100TH MCDONALD MCDONALD RAINTREE SCOTTSDALE GREENWAY‐HAYDEN 81 82 83 84 85 86 87 88 C C C C C C C C 21 20 20 20 20 20 20 19 8 28 17 16 12 12 5 17 2020 Congestion Report Page 27 0.66 0.54 0.62 0.66 0.5 0.67 ‐1 0.64 0.74 0.59 0.5 0.57 0.56 0.68 0.62 0.5 0.6 ‐1 0.56 0.76 0.74 0.35 0.81 0.54 0.36 0.56 0.63 0.77 ‐1 0.78 0.35 0.58 0.5 0.44 0.53 0.47 0.47 0.54 0.58 ‐1 0.54 0.61 0.55 0.51 0.35 0.45 0.39 0.44 C ‐‐ C ‐‐ ‐‐ ‐‐ 6 ‐‐ 15 ‐‐ ‐‐ ‐‐ D ‐‐ C ‐‐ ‐‐ ‐‐ 10 ‐‐ 32 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 8 35 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ D B B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 36 ‐‐ 7 41 47 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 16 27 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 21 23 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 30 ‐‐ ‐‐ ‐‐ 28 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 33 ‐‐ ‐‐ ‐‐ 72 A ‐‐ B ‐‐ ‐‐ C ‐‐ C 75 ‐‐ 49 ‐‐ ‐‐ 18 ‐‐ 23 A ‐‐ C ‐‐ ‐‐ C ‐‐ D 78 ‐‐ 26 ‐‐ ‐‐ 25 ‐‐ 13 Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Stops/ Total Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank SCOTTSDALE PIMA MAYO PIMA CENTER 89 90 C C 18 16 17 11 PIMA HAYDEN SCOTTSDALE 60TH 90TH VIA LINDA GRANITE REEF HAYDEN SCOTTSDALE SCOTTSDALE THOMAS 101 FREEWAY EB OSBORN CAREFREE SHEA SHEA MCDOWELL MCCORMICK ROOSEVELT DIXILETA 91 92 93 94 95 96 97 98 99 100 B B B B B B B B B B 19 19 19 19 18 18 18 18 18 18 12 11 10 6 24 21 15 14 13 12 SCOTTSDALE 74TH 86TH HAYDEN 92ND MILLER THOMPSON PEAK 73RD SCOTTSDALE GRANITE REEF CAREFREE SHEA CHAPARRAL RAINTREE MOUNTAIN VIEW PINNACLE PEAK BELL BUTHERUS 5TH CAMELBACK 101 102 103 104 105 106 107 108 109 110 B B B B B B B B B B 18 17 17 17 17 17 17 17 17 17 9 15 10 8 8 8 7 5 5 4 124TH MILLER HAYDEN GRANITE REEF 82ND HAYDEN PIMA VIA LINDA 92ND 94TH SHEA MCDOWELL OSBORN THOMAS MCDONALD REDFIELD INDIAN BEND VIA DE VENTURA SHEA THUNDERBIRD 111 112 113 114 115 116 117 118 119 120 B B B B B B B B B B 16 16 16 16 16 16 16 16 15 15 19 14 13 12 10 10 9 5 20 7 PIMA 90TH 92ND/100TH 124TH 90TH/REDFIELD SCOTTSDALE SCOTTSDALE 130TH HAYDEN HAYDEN WESTLAND CACTUS FRANK LLOYD WRIGHT VIA LINDA RAINTREE WESTLAND THOMPSON PEAK SHEA FRANK LLOYD WRIGHT 101 FREEWAY WB 121 122 123 124 125 126 127 128 129 130 B B B B B B B B B B 15 14 14 14 14 14 13 13 13 13 5 11 11 10 9 8 14 13 12 8 VIA LINDA LAKEVIEW 131 B 13 5 2020 Congestion Report Page 28 0.47 0.41 ‐1 0.46 0.47 0.47 0.46 0.5 0.59 0.55 0.44 0.63 0.42 ‐1 0.42 0.48 0.51 0.4 0.55 0.43 0.33 0.41 0.31 0.53 ‐1 0.52 0.6 0.34 0.34 0.4 0.41 0.37 0.38 0.39 0.28 ‐1 0.42 0.39 0.36 0.36 0.35 0.31 0.32 0.35 0.31 0.28 ‐1 0.48 C ‐‐ 29 ‐‐ C ‐‐ 31 ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 33 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 20 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ C B C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 12 ‐‐ 13 36 25 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ D ‐‐ E B C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 11 ‐‐ 3 39 18 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 40 ‐‐ ‐‐ ‐‐ 43 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 42 ‐‐ ‐‐ ‐‐ 48 ‐‐ A A B B ‐‐ B ‐‐ C C ‐‐ 78 57 45 41 ‐‐ 37 ‐‐ 10 32 B A B B B ‐‐ B ‐‐ C C 73 94 70 56 49 ‐‐ 46 ‐‐ 22 17 ‐‐ ‐‐ ‐‐ ‐‐ Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Stops/ Total Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank 64TH 128TH 70TH SCOTTSDALE 64TH GRANITE REEF HAYDEN 91ST/SAN SALVADOR 96TH DYNAMITE SHEA SHEA GOLD DUST CACTUS MCDONALD VIA LINDA VIA LINDA CACTUS 132 133 134 135 136 137 138 139 140 B B B B B B B B B 13 12 12 12 12 12 12 12 12 4 14 12 10 10 8 8 7 6 56TH PIMA 74TH SCOTTSDALE SCOTTSDALE 92ND THOMPSON PEAK MILLER DRINKWATER DRINKWATER CAREFREE HUMMINGBIRD MCDOWELL JACKRABBIT HIGHLAND RAINTREE WINDGATE PASS ROOSEVELT 2ND 5TH 141 142 143 144 145 146 147 148 149 150 B B B B B B B B B B 12 12 11 11 11 11 11 11 11 11 5 4 9 9 6 5 4 3 3 3 SCOTTSDALE SCOTTSDALE HAYDEN 56TH MILLER PIMA MILLER 134TH SCOTTSDALE FRANK LLOYD WRIGHT SWEETWATER PRINCESS PRINCESS DYNAMITE OSBORN LONE MOUNTAIN 2ND SHEA ACOMA CACTUS 151 152 153 154 155 156 157 158 159 160 B B B B B B B A A A 10 10 10 10 10 10 10 9 9 9 10 9 4 4 4 4 4 8 8 8 SCOTTSDALE 90TH 76TH SCOTTSDALE 118TH 96TH MILLER ALMA SCHOOL SCOTTSDALE SCOTTSDALE GRAYHAWK FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT OAK VIA LINDA VIA LINDA WILLIAMS DYNAMITE 1ST ST LEGACY 161 162 163 164 165 166 167 168 169 170 A A A A A A A A A A 9 9 9 9 9 9 9 9 9 8 8 8 7 7 5 5 3 3 3 8 84TH HAYDEN CIVIC CENTER 78TH HAYDEN SHEA ROOSEVELT THOMAS MCDONALD GRAYHAWK 171 172 173 174 175 A A A A A 8 8 8 8 8 8 5 5 4 4 2020 Congestion Report Page 29 0.31 0.58 0.29 0.42 0.36 0.38 0.3 0.37 0.56 ‐1 0.44 0.26 0.28 0.25 0.39 0.4 0.29 0.48 0.37 0.35 ‐1 0.28 0.35 0.28 0.56 0.52 0.35 0.48 0.31 0.21 0.47 ‐1 0.3 0.33 0.31 0.35 0.52 0.36 0.36 0.25 0.37 0.4 ‐1 0.44 0.24 0.39 0.21 0.31 ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ 53 ‐‐ ‐‐ ‐‐ 66 ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ B B ‐‐ ‐‐ ‐‐ ‐‐ 29 ‐‐ ‐‐ 50 71 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 99 61 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 101 99 ‐‐ ‐‐ ‐‐ A B B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B A 76 38 56 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 47 58 A A B ‐‐ ‐‐ A ‐‐ ‐‐ B B 100 76 53 ‐‐ ‐‐ 80 ‐‐ ‐‐ 37 52 A B A ‐‐ A ‐‐ A ‐‐ ‐‐ A 82 48 69 ‐‐ 91 ‐‐ 79 ‐‐ ‐‐ 68 A A B ‐‐ A A B ‐‐ ‐‐ B 88 75 68 ‐‐ 112 77 61 ‐‐ ‐‐ 58 ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ 88 ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ 102 Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Stops/ Total Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank SCOTTSDALE 94TH 76TH SCOTTSDALE SCOTTSDALE DRINKWATER (NORTH) SWEETWATER THOMPSON PEAK 2ND MCCORMICK 176 177 178 179 180 A A A A A 8 8 8 8 7 3 3 2 2 6 SCOTTSDALE SCOTTSDALE SCOTTSDALE GRANITE REEF 70TH SCOTTSDALE HAYDEN FRANK LLOYD WRIGHT THOMPSON PEAK THOMPSON PEAK MESCAL CHOLLA PARADISE INDIAN SCHOOL THOMAS ASHLER HILLS SWEETWATER RAINTREE PARADISE REDFIELD 181 182 183 184 185 186 187 188 189 190 A A A A A A A A A A 7 7 7 7 7 7 7 7 7 7 6 5 5 5 4 4 4 4 3 2 PERIMETER 90TH HAYDEN 73RD 110TH NORTHSIGHT 70TH SCOTTSDALE SCOTTSDALE 82ND PRINCESS THOMPSON PEAK 83RD KIERLAND SHEA FRANK LLOYD WRIGHT MCDOWELL CHAUNCEY JOMAX INDIAN SCHOOL 191 192 193 194 195 196 197 198 199 200 A A A A A A A A A A 7 7 7 7 6 6 6 6 6 6 2 2 2 2 6 6 5 5 4 4 SCOTTSDALE SKYSONG CATTLETRACK MCDONALD 73RD THUNDERBIRD MCDOWELL MOUNTAIN RANCH 102ND PERIMETER BELL DRINKWATER 3RD SCOTTSDALE HEALTHCARE THOMPSON PEAK 68TH OAK 84TH CACTUS PIMA LOS GATOS 201 202 203 204 205 206 207 208 209 210 A A A A A A A A A A 6 6 6 6 6 6 6 6 5 5 4 3 3 3 2 2 2 1 5 4 SCOTTSDALE FRANK LLOYD WRIGHT 77TH 87TH HAYDEN HAYDEN 75TH HAYDEN SCOTTSDALE 211 212 213 214 215 216 217 218 219 A A A A A A A A A 5 5 5 5 5 5 5 5 5 4 4 4 4 3 3 3 2 3 2020 Congestion Report CHEYNEY ALTADENA MCDOWELL RAINTREE LINCOLN ROYAL PALM INDIAN SCHOOL PALM RANCHO VISTA Page 30 0.22 0.23 0.39 0.37 0.33 ‐1 0.23 0.18 0.23 0.22 0.25 0.19 0.19 0.26 0.22 0.15 ‐1 0.2 0.15 0.21 0.14 0.14 0.22 0.29 0.21 0.15 0.19 ‐1 0.25 0.42 0.15 0.2 0.11 0.18 0.33 0.29 0.24 0.17 ‐1 0.21 0.26 0.21 0.12 0.23 0.2 0.21 0.21 0.22 ‐‐ A A ‐‐ ‐‐ ‐‐ 93 74 ‐‐ ‐‐ ‐‐ A A ‐‐ ‐‐ ‐‐ 96 90 ‐‐ ‐‐ A A B ‐‐ ‐‐ ‐‐ A A A A 63 96 39 ‐‐ ‐‐ ‐‐ 105 72 90 94 B A C ‐‐ ‐‐ ‐‐ A B A A 59 107 35 ‐‐ ‐‐ ‐‐ 85 45 104 97 B A B B ‐‐ B ‐‐ A ‐‐ ‐‐ 44 65 50 55 ‐‐ 46 ‐‐ 86 ‐‐ ‐‐ B B B B ‐‐ B ‐‐ B A ‐‐ 44 62 55 64 ‐‐ 57 ‐‐ 67 109 ‐‐ ‐‐ ‐‐ B A A ‐‐ A ‐‐ A A ‐‐ ‐‐ 51 106 67 ‐‐ 60 ‐‐ 81 87 ‐‐ ‐‐ B A B ‐‐ B ‐‐ A A ‐‐ ‐‐ 51 113 63 ‐‐ 74 ‐‐ 92 108 ‐‐ A ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 102 ‐‐ 52 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 89 ‐‐ 38 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Stops/ Total Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank 76TH REDFIELD 220 A 5 3 THOMPSON PEAK DEER VALLEY RAINTREE GAINEY CLUB/GAINEY SUITES DOUBLETREE RANCH DESERT CAMP (WEST) THOMPSON PEAK DESERT CAMP (EAST) THOMPSON PEAK SCOTTSDALE 3RD SCOTTSDALE DEER VALLEY SCOTTSDALE ROSE SCOTTSDALE 17050 N 221 222 223 224 225 226 227 228 229 230 A A A A A A A A A A 5 5 5 5 5 5 5 4 4 4 2 2 2 2 2 1 1 3 3 3 SCOTTSDALE SCOTTSDALE PIMA HAYDEN FRANK LLOYD WRIGHT 91ST THOMPSON PEAK 92ND 91ST GOLDWATER WILLIAMS HAPPY VALLEY HUALAPAI OAK THUNDERBIRD BELL HORSESHOE CANYON CHOLLA LEGACY VIA SOLERI 231 232 233 234 235 236 237 238 239 240 A A A A A A A A A A 4 4 4 4 4 4 4 4 4 4 3 3 3 3 2 2 2 1 2 1 MARSHALL INDIAN SCHOOL GAINEY RANCH/VAQUERO DOUBLETREE RANCH 87TH NORTHSIGHT 70TH GOLD DUST SCOTTSDALE EASTWOOD PIMA MCDOWELL 71ST SHEA 72ND SHEA SCOTTSDALE MERCER PIMA MARKET 241 242 243 244 245 246 247 248 249 250 A A A A A A A A A A 4 4 4 4 3 3 3 3 3 3 1 1 1 1 2 2 2 2 3 2 SCOTTSDALE 82ND HAYDEN SCOTTSDALE HAYDEN GOLDWATER 90TH PIMA PIMA CROSSING MILLER VISTA MCDOWELL JACKRABBIT EARL LEGACY 5TH COCHISE DIXILETA SHEA SHEA 251 252 253 254 255 256 257 258 259 260 A A A A A A A A A A 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 1 1 1 2 2 SCOTTSDALE PROMENADE 7025 N FRANK LLOYD WRIGHT 261 262 A A 2 2 2 1 GRAYHAWK MILLER 82ND 2020 Congestion Report Page 31 0.38 ‐1 0.33 0.3 0.14 0.17 0.3 0.13 0.22 0.12 0.22 0.1 ‐1 0.11 0.17 0.12 0.15 0.14 0.2 0.21 0.22 0.16 0.16 ‐1 0.21 0.16 0.21 0.29 0.07 0.17 0.07 0.09 0.08 0.1 ‐1 0.18 0.07 0.16 0.09 0.26 0.08 0.19 0.23 0.09 0.1 ‐1 0.1 0.06 A 73 A 86 A A A ‐‐ A A ‐‐ A ‐‐ A 83 84 59 ‐‐ 95 107 ‐‐ 71 ‐‐ 80 A A B ‐‐ A A ‐‐ A ‐‐ B 87 103 54 ‐‐ 106 115 ‐‐ 84 ‐‐ 66 A ‐‐ A ‐‐ A A A A A ‐‐ 77 ‐‐ 97 ‐‐ 104 64 85 92 100 ‐‐ A B A ‐‐ A B A A ‐‐ ‐‐ 79 69 110 ‐‐ 95 65 98 105 ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A A ‐‐ ‐‐ 62 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 70 98 ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A A ‐‐ ‐‐ 91 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 82 93 ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 103 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 111 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ 54 ‐‐ A ‐‐ 83 Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Stops/ Total Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank VIA DE NEGOCIO SCOTTSDALE 76TH PL SCOTTSDALE BUCKBOARD PIMA BROWN GAINEY CENTER VIA DE VENTURA DRINKWATER (SOUTH) REDFIELD FASHION SQUARE INDIAN SCHOOL SALT RIVER FIELDS INDIAN SCHOOL DOUBLETREE RANCH 263 264 265 266 267 268 269 270 A A A A A A A A 2 2 2 2 2 2 2 2 1 1 1 1 1 1 0 0 271 272 273 274 275 276 277 278 279 280 A A A A A A A A A A 2 2 1 1 1 1 1 1 1 0 1 1 1 1 1 0 0 0 0 0 GAINEY CENTER/VAQUERO DOUBLETREE RANCH GOLDWATER SCOTTSDALE SCOTTSDALE SCOTTSDALE HAYDEN HAYDEN GOLDWATER GOLDWATER 8125 E 2020 Congestion Report MAIN HENKEL 6750 N GAINEY SUITES JOE FOSS COMMERCE FASHION SQUARE HIGHLAND INDIAN BEND Page 32 0.07 0.14 0.03 0.08 0.07 0.09 0.05 0.07 ‐1 0.11 0.07 0.06 0.11 0.04 0.07 0.05 0.02 0.06 0.02 ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 89 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 60 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 101 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 81 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Intersection LOS - Midday Peak Hour, Sorted by LOS Category NOTE: Intersections have a displayed rank by analysis period. Rank is determined by level of service (“LOS”), worst to best, then by average delay per vehicle. 2020 Congestion Report Page 33 Scottsdale Traffic Engineering N/S_STREET E/W_STREET Midday Peak Hour AM Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank 101 FREEWAY NORTHSIGHT THOMPSON PEAK SCOTTSDALE 101 FREEWAY SCOTTSDALE FRANK LLOYD WRIGHT GREENWAY‐HAYDEN SCOTTSDALE HAYDEN FRANK LLOYD WRIGHT RAINTREE FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT RAINTREE BUTHERUS VIA LINDA FRANK LLOYD WRIGHT THUNDERBIRD FRANK LLOYD WRIGHT 1 2 3 4 5 6 7 8 9 10 D D D D C C C C C C 46 37 35 30 34 31 31 30 30 30 88 37 30 46 47 36 23 41 38 37 HAYDEN HAYDEN MILLER SCOTTSDALE THOMPSON PEAK PIMA SCOTTSDALE THOMPSON PEAK SCOTTSDALE 101 FREEWAY CACTUS RAINTREE PINNACLE PEAK CACTUS LEGACY THOMPSON PEAK PINNACLE PEAK RAINTREE 101 FREEWAY EB CACTUS 11 12 13 14 15 16 17 18 19 20 C C C C C C C C C C 30 28 28 26 26 25 25 25 24 24 30 19 15 33 9 26 23 16 30 21 HAYDEN 94TH SCOTTSDALE THOMPSON PEAK 73RD 105TH SCOTTSDALE 98TH SCOTTSDALE PIMA THOMPSON PEAK CACTUS GREENWAY‐HAYDEN 101 FREEWAY WB BELL MAYO PINNACLE PEAK 21 22 23 24 25 26 27 28 29 30 C C C C C C C C C C 24 24 23 23 23 23 22 22 21 21 19 15 25 18 8 7 29 11 25 22 100TH HAYDEN HAYDEN HAYDEN PIMA THOMPSON PEAK SCOTTSDALE SCOTTSDALE SCOTTSDALE HAYDEN FRANK LLOYD WRIGHT 101 FREEWAY WB 101 FREEWAY EB BELL LEGACY BELL THOMPSON PEAK PRINCESS PARADISE REDFIELD 31 32 33 34 35 36 37 38 39 40 C C C B B B B B B B 20 20 20 17 16 16 15 14 13 13 15 13 11 10 14 6 15 14 12 9 90TH/REDFIELD 94TH 94TH PERIMETER RAINTREE BELL THUNDERBIRD PRINCESS 41 42 43 44 B B B B 13 13 13 13 8 6 5 4 2020 Congestion Report MCDOWELL MOUNTAIN RANCH BUTHERUS MCDOWELL MOUNTAIN RANCH Page 34 0.74 0.7 0.85 0.72 0.64 0.7 0.68 0.67 0.7 0.62 ‐1 0.7 0.88 0.63 0.53 0.47 0.61 0.77 0.54 0.55 0.52 ‐1 0.66 0.65 0.69 0.5 0.54 0.49 0.67 0.61 0.54 0.57 ‐1 0.51 0.45 0.51 0.31 0.48 0.4 0.5 0.5 0.33 0.32 ‐1 0.37 0.39 0.25 0.3 D C C E D C D C C B 6 40 37 2 14 45 13 56 27 129 D D C F C D C D E C 6 12 19 2 14 10 16 7 4 22 D B B C C C D C C D 9 104 106 42 47 68 3 86 33 8 D D E D C C D C C C 9 11 3 8 32 21 5 25 30 15 C C C C B C C C C C 43 39 88 25 108 32 69 80 89 76 C C D C C B C B C C 28 27 13 24 18 40 23 72 31 33 C B B F C B B B A B 38 130 92 1 57 107 127 152 183 116 C C C F B B B A C B 34 17 20 1 41 39 46 76 35 42 B D B A 125 11 120 191 B B B B 49 43 48 44 Scottsdale Traffic Engineering N/S_STREET E/W_STREET Midday Peak Hour AM Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank 124TH NORTHSIGHT SCOTTSDALE 90TH THOMPSON PEAK HAYDEN VIA LINDA FRANK LLOYD WRIGHT ACOMA FRANK LLOYD WRIGHT 100TH 83RD 45 46 47 48 49 50 B B B B B B 13 12 12 12 12 12 4 14 11 10 7 6 73RD THUNDERBIRD 87TH RAINTREE 64TH CACTUS PROMENADE FRANK LLOYD WRIGHT 73RD KIERLAND HAYDEN PRINCESS 92ND/100TH FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT CACTUS 82ND RAINTREE SCOTTSDALE HEALTHCARE THOMPSON PEAK 51 52 53 54 55 56 57 58 59 60 B B B B B B A A A A 12 11 11 10 10 10 9 9 9 9 6 11 7 8 6 5 7 5 4 3 THOMPSON PEAK 87TH SCOTTSDALE 91ST 90TH 96TH PERIMETER SCOTTSDALE 76TH SCOTTSDALE WINDGATE PASS NORTHSIGHT MESCAL BELL THOMPSON PEAK CACTUS BELL LEGACY FRANK LLOYD WRIGHT MERCER 61 62 63 64 65 66 67 68 69 70 A A A A A A A A A A 9 9 8 8 8 8 8 7 7 7 2 2 7 4 3 3 2 7 6 6 SCOTTSDALE FRANK LLOYD WRIGHT 76TH 76TH 94TH SCOTTSDALE SCOTTSDALE 90TH MILLER SCOTTSDALE DEER VALLEY RAINTREE REDFIELD THOMPSON PEAK LEGACY SWEETWATER WILLIAMS CACTUS WILLIAMS 17050 N 71 72 73 74 75 76 77 78 79 80 A A A A A A A A A A 7 7 7 7 7 6 6 6 6 5 6 3 3 2 2 6 5 3 2 5 84TH SCOTTSDALE GRAYHAWK MILLER THOMPSON PEAK SCOTTSDALE PIMA HAYDEN CACTUS GRAYHAWK THOMPSON PEAK DEER VALLEY HORSESHOE CANYON CHAUNCEY LOS GATOS GRAYHAWK 81 82 83 84 85 86 87 88 A A A A A A A A 5 5 5 5 5 4 4 4 5 4 2 2 1 4 4 2 2020 Congestion Report Page 35 0.31 0.36 0.4 0.33 0.37 0.34 ‐1 0.41 0.26 0.35 0.29 0.23 0.25 0.39 0.41 0.15 0.5 ‐1 0.24 0.22 0.3 0.3 0.48 0.38 0.31 0.4 0.2 0.21 ‐1 0.44 0.27 0.28 0.39 0.33 0.4 0.18 0.23 0.29 0.19 ‐1 0.29 0.15 0.3 0.17 0.18 0.09 0.2 0.23 B A A A C A 124 196 159 162 83 193 B B B A C B 56 57 37 75 26 55 A A B A A B B A A A 203 214 136 262 194 153 123 160 223 207 B B C A B B B B B B 51 38 29 83 64 53 70 52 54 74 B A A A A B A A A A 147 243 181 236 192 140 205 170 163 249 A A B B B B B B B A 99 91 59 65 62 71 63 58 68 82 A A A A C B A B A A 228 188 220 178 81 151 231 122 167 230 A B A A A A A A B B 84 45 86 90 78 100 79 94 61 66 A A A A A A A A 209 161 221 222 237 198 210 175 A A A A A B A A 92 88 87 103 98 67 108 102 Scottsdale Traffic Engineering N/S_STREET E/W_STREET Midday Peak Hour AM Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank 76TH PL THOMPSON PEAK REDFIELD PARADISE 89 90 A A 4 4 2 1 118TH 92ND 94TH THOMPSON PEAK DESERT CAMP (WEST) SCOTTSDALE PIMA PIMA 92ND 91ST VIA LINDA CHOLLA SWEETWATER REDFIELD THOMPSON PEAK CHOLLA HUALAPAI MARKET RAINTREE LEGACY 91 92 93 94 95 96 97 98 99 100 A A A A A A A A A A 4 4 4 4 4 3 3 3 3 3 1 1 1 1 1 3 2 2 2 1 SCOTTSDALE FRANK LLOYD WRIGHT HAYDEN FRANK LLOYD WRIGHT HAYDEN 102ND DESERT CAMP (EAST) HENKEL ALTADENA LEGACY THUNDERBIRD SWEETWATER 101 102 103 104 105 MCDOWELL MOUNTAIN RANCH 106 THOMPSON PEAK 107 A A A A A A A 2 2 2 2 2 2 2 2 1 1 1 1 1 1 2020 Congestion Report Page 36 0.15 0.14 ‐1 0.1 0.25 0.19 0.12 0.16 0.12 0.12 0.1 0.1 0.23 ‐1 0.12 0.09 0.18 0.08 0.08 0.08 0.14 A A 265 189 B A 60 104 A A A A A A A A B A 165 238 177 190 225 182 233 250 146 239 A A A A A A A A A ‐‐ 112 105 96 97 106 107 110 93 101 ‐‐ A A A A A A A 273 212 255 235 187 204 226 A A A A A A A 81 89 111 95 85 113 115 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Intersection LOS - PM Peak Hour, Sorted by LOS Category NOTE: Intersections have a displayed rank by analysis period. Rank is determined by level of service (“LOS”), worst to best, then by average delay per vehicle. 2020 Congestion Report Page 37 Scottsdale Traffic Engineering N/S_STREET E/W_STREET PM Peak Hour AM Peak MD Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank HAYDEN SCOTTSDALE MILLER SCOTTSDALE SCOTTSDALE 101 FREEWAY GREENWAY‐HAYDEN SCOTTSDALE HAYDEN SCOTTSDALE BELL FRANK LLOYD WRIGHT PINNACLE PEAK THUNDERBIRD PINNACLE PEAK FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT CACTUS CACTUS BUTHERUS 1 2 3 4 5 6 7 8 9 10 F F E E D D D D D D 377 52 74 59 54 41 39 38 37 37 292 99 46 90 66 74 63 66 52 47 HAYDEN NORTHSIGHT SCOTTSDALE 101 FREEWAY 101 FREEWAY FRANK LLOYD WRIGHT HAYDEN 73RD THOMPSON PEAK HAYDEN RAINTREE RAINTREE GREENWAY‐HAYDEN RAINTREE CACTUS VIA LINDA 101 FREEWAY WB BUTHERUS FRANK LLOYD WRIGHT 101 FREEWAY EB 11 12 13 14 15 16 17 18 19 20 D D D C C C C C C C 36 35 27 34 34 34 34 34 33 33 25 33 32 48 40 35 32 14 35 22 PIMA HAYDEN SCOTTSDALE THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK 94TH HAYDEN 64TH SCOTTSDALE THOMPSON PEAK FRANK LLOYD WRIGHT 101 FREEWAY WB 21 22 23 24 25 26 27 28 29 30 C C C C C C C C C C 27 26 25 25 25 24 24 23 23 22 30 31 32 22 20 22 21 23 23 30 C C C C C C B B B B 22 22 21 21 20 20 19 19 19 19 28 9 23 17 21 11 20 18 10 7 B B B B 18 18 18 18 18 15 11 7 MCDOWELL MOUNTAIN RANCH RAINTREE 100TH CACTUS THOMPSON PEAK CACTUS 101 FREEWAY EB SCOTTSDALE THOMPSON PEAK PIMA 100TH SCOTTSDALE PIMA SCOTTSDALE 87TH THOMPSON PEAK 105TH MCDOWELL MOUNTAIN RANCH 31 32 33 34 35 36 37 38 39 40 PIMA HAYDEN 94TH PERIMETER LEGACY REDFIELD BELL PRINCESS 41 42 43 44 2020 Congestion Report MAYO LEGACY PINNACLE PEAK FRANK LLOYD WRIGHT PARADISE DYNAMITE ACOMA RAINTREE BELL Page 38 0.52 0.85 0.73 0.67 0.83 0.69 0.82 0.81 0.76 0.7 ‐1 0.81 0.63 0.6 0.6 0.63 0.71 0.46 0.6 0.74 0.63 ‐1 0.54 0.52 0.58 0.49 0.6 0.6 0.69 0.68 0.57 0.6 ‐1 0.52 0.51 0.49 0.5 0.59 0.45 0.6 0.42 0.51 0.39 ‐1 0.45 0.46 0.35 0.36 F E B C D D C C D C 1 2 106 27 3 6 56 42 9 45 B D C C C D C C C C 34 4 13 9 17 1 8 14 11 6 B C C D D D B B C B 104 40 88 14 8 13 130 108 37 92 C D C C C C C C D C 12 2 23 5 20 7 32 25 3 33 C B C C C C C C B C 68 129 69 25 86 83 39 43 136 33 C C C C C B C C B C 16 10 27 24 18 49 22 21 53 19 C C C C A C A A B C 89 47 76 38 183 54 159 214 107 32 C C C C B ‐‐ B B B C 29 15 30 31 39 ‐‐ 47 52 36 26 C B D A 57 116 11 191 B B B B 35 40 42 44 Scottsdale Traffic Engineering N/S_STREET E/W_STREET PM Peak Hour AM Peak MD Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank FRANK LLOYD WRIGHT SCOTTSDALE PIMA 94TH 90TH/REDFIELD 91ST/SAN SALVADOR RAINTREE THOMPSON PEAK HAPPY VALLEY THUNDERBIRD RAINTREE VIA LINDA 45 46 47 48 49 50 B B B B B B 17 16 16 16 15 15 11 17 12 10 12 10 73RD FRANK LLOYD WRIGHT HAYDEN 82ND HAYDEN 124TH NORTHSIGHT SCOTTSDALE SCOTTSDALE 76TH PL THUNDERBIRD CACTUS PRINCESS RAINTREE 83RD VIA LINDA FRANK LLOYD WRIGHT LEGACY MESCAL REDFIELD 51 52 53 54 55 56 57 58 59 60 B B B B B B B B B B 14 13 13 13 13 13 12 12 12 12 8 12 8 6 6 6 14 12 12 6 MILLER 90TH PERIMETER 73RD 91ST SCOTTSDALE SCOTTSDALE 76TH SCOTTSDALE 92ND/100TH WILLIAMS THOMPSON PEAK BELL KIERLAND BELL 17050 N CHAUNCEY FRANK LLOYD WRIGHT HAPPY VALLEY FRANK LLOYD WRIGHT 61 62 63 64 65 66 67 68 69 70 B B B B B B B B B B 12 12 12 11 11 10 10 10 10 10 6 4 4 7 6 12 10 10 9 8 96TH CACTUS 98TH BELL PIMA WESTLAND SCOTTSDALE HEALTHCARE THOMPSON PEAK 90TH FRANK LLOYD WRIGHT SCOTTSDALE PRINCESS 96TH VIA LINDA 94TH LEGACY SCOTTSDALE WILLIAMS PIMA LONE MOUNTAIN 71 72 73 74 75 76 77 78 79 80 B B B B A A A A A A 10 10 10 10 9 9 9 9 8 8 5 4 4 3 8 8 5 3 7 3 SCOTTSDALE SCOTTSDALE PROMENADE SCOTTSDALE HAYDEN 76TH GRAYHAWK SCOTTSDALE 81 82 83 84 85 86 87 88 A A A A A A A A 7 7 7 7 7 7 7 6 7 6 6 6 5 4 3 6 2020 Congestion Report HENKEL MERCER FRANK LLOYD WRIGHT DEER VALLEY SWEETWATER REDFIELD THOMPSON PEAK GRAYHAWK Page 39 0.45 0.46 0.36 0.33 0.36 0.43 ‐1 0.37 0.55 0.27 0.25 0.32 0.33 0.32 0.56 0.34 0.28 ‐1 0.23 0.2 0.22 0.2 0.25 0.38 0.39 0.23 0.53 0.31 ‐1 0.5 0.22 0.42 0.48 0.28 0.25 0.38 0.43 0.3 0.2 ‐1 0.31 0.21 0.19 0.3 0.24 0.26 0.25 0.15 A B C B B B 188 127 58 120 125 139 A B ‐‐ B B ‐‐ 72 37 ‐‐ 43 41 ‐‐ A A B A A B A A A A 203 160 153 223 193 124 196 170 181 265 B A B A B B B A A A 51 58 56 59 50 45 46 68 63 89 A A A A A A A A A B 167 192 205 194 236 230 198 163 232 123 A A A B A A A A ‐‐ A 79 65 67 55 64 80 86 69 ‐‐ 57 B C B A A B A C A B 140 80 121 207 162 152 166 81 231 156 A C ‐‐ A B B ‐‐ A A ‐‐ 66 28 ‐‐ 60 48 38 ‐‐ 75 77 ‐‐ A A A A A A A A 273 249 262 228 187 220 221 161 A A B A A A A A 101 70 54 71 105 73 83 82 Scottsdale Traffic Engineering N/S_STREET E/W_STREET PM Peak Hour AM Peak MD Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank FRANK LLOYD WRIGHT 76TH ALTADENA THOMPSON PEAK 89 90 A A 6 6 5 2 87TH 84TH PIMA 90TH FRANK LLOYD WRIGHT 94TH THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK SCOTTSDALE NORTHSIGHT CACTUS MARKET CACTUS THUNDERBIRD SWEETWATER REDFIELD HORSESHOE CANYON WINDGATE PASS SWEETWATER 91 92 93 94 95 96 97 98 99 100 A A A A A A A A A A 6 5 5 5 5 5 5 5 5 4 2 5 4 4 3 3 3 2 2 4 92ND HAYDEN MILLER THOMPSON PEAK 92ND DESERT CAMP (WEST) SCOTTSDALE PIMA SCOTTSDALE PIMA RAINTREE GRAYHAWK DEER VALLEY PARADISE CHOLLA THOMPSON PEAK CHOLLA LOS GATOS JOMAX HUALAPAI 101 102 103 104 105 106 107 108 109 110 A A A A A A A A A A 4 4 4 4 4 4 3 3 3 3 2 2 2 2 2 1 3 3 3 2 HAYDEN 118TH 102ND PIMA DESERT CAMP (EAST) LEGACY VIA LINDA 111 112 MCDOWELL MOUNTAIN RANCH 113 JOMAX 114 THOMPSON PEAK 115 A A A A A 3 3 3 3 3 2 1 1 1 1 2020 Congestion Report Page 40 0.38 0.34 ‐1 0.27 0.26 0.17 0.22 0.17 0.21 0.16 0.15 0.15 0.21 ‐1 0.11 0.12 0.1 0.19 0.07 0.25 0.1 0.14 0.09 0.08 ‐1 0.17 0.16 0.2 0.11 0.18 A A 212 178 A A 102 74 A A A B A A A A B B 243 209 250 122 235 177 190 237 147 151 A A A A A A A A A A 62 81 98 78 104 93 94 85 61 76 B A A A A A A A A A 146 175 222 189 238 225 182 210 199 233 A A A A A A A A ‐‐ A 99 88 84 90 92 95 96 87 ‐‐ 97 A A A D A 255 165 204 18 226 A A A ‐‐ A 103 91 106 ‐‐ 107 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Intersection LOS - AM Peak Hour, Sorted by LOS Category - Arterial & Arterial Intersections Only NOTES: Intersections in this section include only those whose intersecting streets are each classified as an arterial at least one of the approach legs. Couplets, specifically Goldwater Boulevard and Drinkwater Boulevard, are grouped with arterial classifications. Intersections have a displayed rank by analysis period. Rank is determined by level of service (“LOS”), worst to best, then by average delay per vehicle. 2020 Congestion Report Page 41 Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank HAYDEN SCOTTSDALE SCOTTSDALE SCOTTSDALE HAYDEN 101 FREEWAY HAYDEN SCOTTSDALE HAYDEN FRANK LLOYD WRIGHT BELL FRANK LLOYD WRIGHT PINNACLE PEAK SHEA THOMAS FRANK LLOYD WRIGHT MCKELLIPS MCDOWELL INDIAN SCHOOL VIA LINDA 1 2 3 4 5 6 7 8 9 10 F E D D D D D D D D 159 37 50 49 45 43 42 38 37 37 89 57 53 66 54 75 43 49 48 39 101 FREEWAY 64TH/GALVIN SCOTTSDALE GOLDWATER SCOTTSDALE HAYDEN 64TH SCOTTSDALE THOMPSON PEAK SCOTTSDALE RAINTREE MCDOWELL MCKELLIPS CAMELBACK DYNAMITE MOUNTAIN VIEW INDIAN SCHOOL INDIAN BEND THOMAS 11 12 13 14 15 16 17 18 19 20 D D D D D D D D C C 35 35 35 35 31 26 26 25 34 32 45 43 30 27 25 21 14 27 29 38 SCOTTSDALE 90TH SCOTTSDALE SCOTTSDALE THOMPSON PEAK 100TH GOLDWATER HAYDEN SCOTTSDALE HAYDEN MCDONALD VIA LINDA 101 FREEWAY EB DOUBLETREE FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT INDIAN SCHOOL THOMPSON PEAK BUTHERUS INDIAN BEND 21 22 23 24 25 26 27 28 29 30 C C C C C C C C C C 32 32 31 31 30 30 30 29 28 28 37 30 38 34 29 25 16 22 31 30 THOMPSON PEAK HAYDEN HAYDEN PIMA 90TH PIMA 101 FREEWAY GREENWAY‐HAYDEN PIMA PIMA LEGACY MCDONALD VIA DE VENTURA VIA DE VENTURA MOUNTAIN VIEW DYNAMITE SHEA FRANK LLOYD WRIGHT LEGACY HAPPY VALLEY 31 32 33 34 35 36 37 38 39 40 C C C C C C C C C C 28 27 27 27 27 27 26 26 26 26 13 31 30 24 15 15 44 34 24 19 HAYDEN PIMA FRANK LLOYD WRIGHT SCOTTSDALE MCDOWELL INDIAN SCHOOL SHEA LINCOLN 41 42 43 44 C C C C 25 25 24 24 28 18 31 28 2020 Congestion Report MCDOWELL MOUNTAIN RANCH Page 42 0.32 0.69 0.84 0.91 0.88 0.72 0.81 0.84 0.85 0.7 ‐1 0.6 0.82 0.72 0.61 0.75 0.7 0.53 0.54 0.76 0.72 ‐1 0.77 0.76 0.64 0.73 0.7 0.56 0.76 0.72 0.66 0.54 ‐1 0.62 0.5 0.67 0.64 0.74 0.5 0.57 0.56 0.68 0.62 ‐1 0.6 0.76 0.81 0.54 B D C ‐‐ ‐‐ D ‐‐ ‐‐ ‐‐ C 22 3 13 ‐‐ ‐‐ 1 ‐‐ ‐‐ ‐‐ 6 F F D ‐‐ ‐‐ D ‐‐ ‐‐ ‐‐ C 1 2 4 ‐‐ ‐‐ 5 ‐‐ ‐‐ ‐‐ 11 C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ 4 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 18 ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ 10 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 16 ‐‐ ‐‐ ‐‐ C ‐‐ D C ‐‐ C C ‐‐ ‐‐ ‐‐ 15 ‐‐ 2 21 ‐‐ 16 5 ‐‐ ‐‐ ‐‐ C ‐‐ C C ‐‐ C D ‐‐ ‐‐ ‐‐ 20 ‐‐ 12 23 ‐‐ 19 7 ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C B ‐‐ 11 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 7 23 ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ D B B 21 ‐‐ ‐‐ ‐‐ ‐‐ 24 ‐‐ 6 26 28 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank SCOTTSDALE PIMA SCOTTSDALE DRINKWATER PIMA HAYDEN MOUNTAIN VIEW THOMPSON PEAK 101 FREEWAY WB INDIAN SCHOOL PINNACLE PEAK CAMELBACK 45 46 47 48 49 50 C C C C C C 24 24 23 22 21 21 25 25 30 15 21 19 HAYDEN THOMPSON PEAK PIMA THOMPSON PEAK SCOTTSDALE PIMA 90TH VIA LINDA SCOTTSDALE HAYDEN SHEA 100TH MCDONALD RAINTREE GREENWAY‐HAYDEN THOMAS SHEA SHEA CAREFREE RAINTREE 51 52 53 54 55 56 57 58 59 60 C C C C C B B B B B 20 20 20 20 19 19 18 18 18 17 28 17 16 12 17 12 24 21 9 8 MILLER THOMPSON PEAK PIMA 92ND 92ND/100TH SCOTTSDALE SCOTTSDALE HAYDEN 70TH 92ND PINNACLE PEAK BELL INDIAN BEND SHEA FRANK LLOYD WRIGHT WESTLAND THOMPSON PEAK FRANK LLOYD WRIGHT SHEA RAINTREE 61 62 63 64 65 66 67 68 69 70 B B B B B B B B B B 17 17 16 15 14 14 13 13 12 11 8 7 9 20 11 8 14 12 12 5 HAYDEN SCOTTSDALE PIMA HAYDEN PRINCESS LEGACY MCDOWELL LEGACY 71 72 73 74 75 76 77 B A A A 10 8 3 3 4 8 2 2 2020 Congestion Report Page 43 0.36 0.56 0.63 0.5 0.53 0.47 ‐1 0.61 0.55 0.51 0.45 0.44 0.46 0.5 0.59 0.42 0.4 ‐1 0.43 0.33 0.37 0.39 0.36 0.31 0.32 0.31 0.29 0.4 ‐1 0.28 0.4 0.17 0.26 ‐1 ‐1 ‐1 ‐‐ C C ‐‐ C ‐‐ ‐‐ 12 19 ‐‐ 20 ‐‐ ‐‐ C C ‐‐ C ‐‐ ‐‐ 13 15 ‐‐ 22 ‐‐ ‐‐ B ‐‐ C C ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ 26 ‐‐ 14 17 ‐‐ ‐‐ ‐‐ ‐‐ 9 ‐‐ C ‐‐ C D ‐‐ ‐‐ ‐‐ ‐‐ D ‐‐ 18 ‐‐ 17 9 ‐‐ ‐‐ ‐‐ ‐‐ 8 C B ‐‐ ‐‐ A ‐‐ B C ‐‐ A 10 24 ‐‐ ‐‐ 28 ‐‐ 25 8 ‐‐ 30 E B ‐‐ ‐‐ B ‐‐ B C ‐‐ A 3 25 ‐‐ ‐‐ 31 ‐‐ 27 14 ‐‐ 32 B A ‐‐ A 27 29 ‐‐ 31 B B ‐‐ A 29 30 ‐‐ 33 Scottsdale Traffic Engineering This Page is Intentionally Blank 2020 Congestion Report Page 44 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Intersection LOS - Midday Peak Hour, Sorted by LOS Category - Arterial & Arterial Intersections Only NOTES: Intersections in this section include only those whose intersecting streets are each classified as an arterial at least one of the approach legs. Couplets, specifically Goldwater Boulevard and Drinkwater Boulevard, are grouped with arterial classifications. Intersections have a displayed rank by analysis period. Rank is determined by level of service (“LOS”), worst to best, then by average delay per vehicle. 2020 Congestion Report Page 45 Scottsdale Traffic Engineering N/S_STREET E/W_STREET Midday Peak Hour AM Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank 101 FREEWAY THOMPSON PEAK SCOTTSDALE 101 FREEWAY SCOTTSDALE FRANK LLOYD WRIGHT GREENWAY‐HAYDEN HAYDEN HAYDEN MILLER FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT RAINTREE BUTHERUS VIA LINDA FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT RAINTREE PINNACLE PEAK 1 2 3 4 5 6 7 8 9 10 D D D C C C C C C C 46 35 30 34 31 31 30 30 28 28 88 30 46 47 36 23 41 37 19 15 THOMPSON PEAK PIMA SCOTTSDALE THOMPSON PEAK SCOTTSDALE HAYDEN SCOTTSDALE THOMPSON PEAK SCOTTSDALE PIMA LEGACY THOMPSON PEAK PINNACLE PEAK RAINTREE 101 FREEWAY EB THOMPSON PEAK GREENWAY‐HAYDEN 101 FREEWAY WB PINNACLE PEAK 11 12 13 14 15 16 17 18 19 20 C C C C C C C C C C 26 25 25 25 24 24 23 23 22 21 9 26 23 16 30 19 25 18 29 22 100TH HAYDEN PIMA THOMPSON PEAK SCOTTSDALE THOMPSON PEAK HAYDEN 92ND/100TH SCOTTSDALE 92ND FRANK LLOYD WRIGHT BELL LEGACY BELL THOMPSON PEAK 100TH PRINCESS FRANK LLOYD WRIGHT LEGACY RAINTREE 21 22 23 24 25 26 27 28 29 30 C B B B B B B A A A 20 17 16 16 15 12 10 9 7 3 15 10 14 6 15 7 5 7 7 2 HAYDEN LEGACY 31 32 33 34 A 2 1 2020 Congestion Report MCDOWELL MOUNTAIN RANCH Page 46 0.74 0.85 0.72 0.64 0.7 0.68 0.67 0.62 0.88 0.63 ‐1 0.47 0.61 0.77 0.54 0.55 0.66 0.69 0.5 0.67 0.57 ‐1 0.51 0.31 0.48 0.4 0.5 0.37 0.25 0.39 0.4 0.1 ‐1 0.18 ‐1 ‐1 ‐1 D C E D C D C B B B 6 25 2 11 29 10 38 68 60 61 D C F C D C D C D E 5 12 2 10 7 11 6 14 8 3 C C D C C C C C C C 31 46 3 54 23 28 55 19 47 49 C C D C C C D C C C 21 13 4 17 20 19 9 16 15 22 C F C B B C B B A B 26 1 39 62 67 52 71 65 72 70 C F B B B C B B B A 23 1 26 25 27 18 29 31 30 32 A 74 A 33 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Intersection LOS - PM Peak Hour, Sorted by LOS Category - Arterial & Arterial Intersections Only NOTES: Intersections in this section include only those whose intersecting streets are each classified as an arterial at least one of the approach legs. Couplets, specifically Goldwater Boulevard and Drinkwater Boulevard, are grouped with arterial classifications. Intersections have a displayed rank by analysis period. Rank is determined by level of service (“LOS”), worst to best, then by average delay per vehicle. 2020 Congestion Report Page 47 Scottsdale Traffic Engineering N/S_STREET E/W_STREET PM Peak Hour AM Peak MD Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank HAYDEN SCOTTSDALE MILLER SCOTTSDALE 101 FREEWAY GREENWAY‐HAYDEN SCOTTSDALE HAYDEN SCOTTSDALE 101 FREEWAY BELL FRANK LLOYD WRIGHT PINNACLE PEAK PINNACLE PEAK FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT BUTHERUS RAINTREE GREENWAY‐HAYDEN RAINTREE 1 2 3 4 5 6 7 8 9 10 F F E D D D D D D C 377 52 74 54 41 39 37 36 27 34 292 99 46 66 74 63 47 25 32 48 FRANK LLOYD WRIGHT THOMPSON PEAK PIMA HAYDEN SCOTTSDALE THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK HAYDEN SCOTTSDALE VIA LINDA FRANK LLOYD WRIGHT THOMPSON PEAK FRANK LLOYD WRIGHT 101 FREEWAY WB RAINTREE 100TH THOMPSON PEAK 101 FREEWAY EB 11 12 13 14 15 16 17 18 19 20 C C C C C C C C C C 34 33 27 26 25 25 25 24 23 22 35 35 30 31 32 22 20 22 23 30 THOMPSON PEAK PIMA 100TH PIMA THOMPSON PEAK PIMA SCOTTSDALE PIMA HAYDEN SCOTTSDALE LEGACY PINNACLE PEAK FRANK LLOYD WRIGHT DYNAMITE BELL LEGACY THOMPSON PEAK HAPPY VALLEY PRINCESS LEGACY 21 22 23 24 25 26 27 28 29 30 C C C C B B B B B B 22 21 21 20 19 18 16 16 13 12 9 23 17 11 10 18 17 12 8 12 92ND/100TH 92ND HAYDEN FRANK LLOYD WRIGHT RAINTREE LEGACY 31 32 33 34 35 36 B A A 10 4 3 8 2 2 2020 Congestion Report MCDOWELL MOUNTAIN RANCH Page 48 0.52 0.85 0.73 0.83 0.69 0.82 0.7 0.81 0.6 0.6 ‐1 0.71 0.74 0.54 0.52 0.58 0.49 0.6 0.6 0.68 0.6 ‐1 0.51 0.49 0.5 0.45 0.51 0.45 0.46 0.36 0.27 0.56 ‐1 0.31 0.11 0.17 ‐1 ‐1 ‐1 F E B D D C C B C D 1 2 61 3 6 38 29 60 55 11 B D C C D C C C C C 22 3 10 13 1 7 5 9 17 4 D C C B C C C C C C 10 25 46 68 47 19 54 52 28 23 C D C C C C C B C C 6 2 12 8 19 18 14 26 16 15 C C C C B C B C B A 31 49 26 36 62 39 67 40 71 72 C C C ‐‐ B B B ‐‐ B A 11 20 21 ‐‐ 24 23 25 ‐‐ 27 29 B B A 65 70 74 A A A 28 30 31 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Intersection LOS - AM Peak Hour, Sorted by LOS Category - Arterial & Arterial Intersections Excluded NOTES: Intersections in this section include only those whose intersecting streets are not both classified as an arterial at least one of the approach legs. Couplets, specifically Goldwater Boulevard and Drinkwater Boulevard, are grouped with arterial classifications. Intersections have a displayed rank by analysis period. Rank is determined by level of service (“LOS”), worst to best, then by average delay per vehicle. 2020 Congestion Report Page 49 Scottsdale Traffic Engineering N/S_STREET E/W_STREET 101 FREEWAY HAYDEN 94TH PIMA 136TH 68TH 68TH SCOTTSDALE SCOTTSDALE 105TH CACTUS CACTUS BELL JOMAX SHEA MCDOWELL INDIAN SCHOOL THUNDERBIRD CAMELBACK AM Peak Hour MD Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank MCDOWELL MOUNTAIN RANCH 1 2 3 4 5 6 7 8 9 10 D D D D D C C C C C 41 39 38 35 29 34 34 33 33 32 55 50 28 13 26 38 24 41 26 11 PIMA HAYDEN 94TH NORTHSIGHT SCOTTSDALE 64TH 96TH SCOTTSDALE DRINKWATER MILLER CHAPARRAL CHAPARRAL CACTUS RAINTREE CACTUS SHEA MOUNTAIN VIEW INDIAN SCHOOL OSBORN THOMAS 11 12 13 14 15 16 17 18 19 20 C C C C C C C C C C 31 30 30 30 29 28 28 27 26 25 22 32 22 21 43 33 9 15 12 20 VIA LINDA SCOTTSDALE 96TH MILLER GRANITE REEF MILLER SCOTTSDALE SCOTTSDALE 68TH 98TH MOUNTAIN VIEW MAIN SHEA INDIAN SCHOOL CHAPARRAL CHAPARRAL LONE MOUNTAIN CHAPARRAL THOMAS BELL 21 22 23 24 25 26 27 28 29 30 C C C C C C C C C C 25 25 23 23 23 23 22 21 21 21 11 7 28 17 14 10 15 19 16 10 94TH 86TH GOLDWATER (SOUTH) SCOTTSDALE PIMA HAYDEN SCOTTSDALE 60TH GRANITE REEF HAYDEN LEGACY MCDONALD SCOTTSDALE MAYO PIMA CENTER 101 FREEWAY EB OSBORN CAREFREE MCDOWELL MCCORMICK 31 32 33 34 35 36 37 38 39 40 C C C C C B B B B B 21 20 20 18 16 19 19 19 18 18 8 12 5 17 11 11 10 6 15 14 SCOTTSDALE SCOTTSDALE 74TH 86TH ROOSEVELT DIXILETA SHEA CHAPARRAL 41 42 43 44 B B B B 18 18 17 17 13 12 15 10 2020 Congestion Report Page 50 0.67 0.76 0.72 0.18 0.67 0.77 0.65 0.81 0.64 0.61 ‐1 0.69 0.71 0.55 0.61 0.71 0.65 0.66 0.59 0.5 0.56 ‐1 0.74 0.35 0.77 0.78 0.35 0.58 0.44 0.47 0.54 0.58 ‐1 0.54 0.35 0.39 0.47 0.41 0.47 0.47 0.46 0.55 0.44 ‐1 0.63 0.42 0.48 0.51 C C B ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ C 5 3 17 ‐‐ ‐‐ ‐‐ ‐‐ 2 ‐‐ 8 C D B A ‐‐ ‐‐ ‐‐ E ‐‐ B 5 3 17 81 ‐‐ ‐‐ ‐‐ 1 ‐‐ 15 ‐‐ ‐‐ C D C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 6 1 4 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C D D ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 9 4 2 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 9 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 41 A ‐‐ ‐‐ C ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ 46 ‐‐ ‐‐ 10 ‐‐ 12 ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ C ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ 47 ‐‐ ‐‐ 11 ‐‐ 8 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank 92ND 73RD SCOTTSDALE GRANITE REEF 124TH MILLER MOUNTAIN VIEW BUTHERUS 5TH CAMELBACK SHEA MCDOWELL 45 46 47 48 49 50 B B B B B B 17 17 17 17 16 16 8 5 5 4 19 14 HAYDEN GRANITE REEF 82ND HAYDEN VIA LINDA 94TH PIMA 90TH 124TH 90TH/REDFIELD OSBORN THOMAS MCDONALD REDFIELD VIA DE VENTURA THUNDERBIRD WESTLAND CACTUS VIA LINDA RAINTREE 51 52 53 54 55 56 57 58 59 60 B B B B B B B B B B 16 16 16 16 16 15 15 14 14 14 13 12 10 10 5 7 5 11 10 9 130TH HAYDEN VIA LINDA 64TH 128TH SCOTTSDALE 64TH GRANITE REEF HAYDEN 91ST/SAN SALVADOR SHEA 101 FREEWAY WB LAKEVIEW DYNAMITE SHEA GOLD DUST CACTUS MCDONALD VIA LINDA VIA LINDA 61 62 63 64 65 66 67 68 69 70 B B B B B B B B B B 13 13 13 13 12 12 12 12 12 12 13 8 5 4 14 10 10 8 8 7 96TH 56TH PIMA 74TH SCOTTSDALE SCOTTSDALE THOMPSON PEAK MILLER DRINKWATER DRINKWATER CACTUS CAREFREE HUMMINGBIRD MCDOWELL JACKRABBIT HIGHLAND WINDGATE PASS ROOSEVELT 2ND 5TH 71 72 73 74 75 76 77 78 79 80 B B B B B B B B B B 12 12 12 11 11 11 11 11 11 11 6 5 4 9 9 6 4 3 3 3 SCOTTSDALE SCOTTSDALE 56TH MILLER PIMA MILLER 134TH SCOTTSDALE SWEETWATER PRINCESS DYNAMITE OSBORN LONE MOUNTAIN 2ND SHEA ACOMA 81 82 83 84 85 86 87 88 B B B B B B A A 10 10 10 10 10 10 9 9 10 9 4 4 4 4 8 8 2020 Congestion Report Page 51 0.55 0.41 0.31 0.53 0.52 0.6 ‐1 0.34 0.34 0.4 0.41 0.38 0.28 0.42 0.39 0.36 0.35 ‐1 0.35 0.28 0.48 0.31 0.58 0.42 0.36 0.38 0.3 0.37 ‐1 0.56 0.44 0.26 0.28 0.25 0.39 0.29 0.48 0.37 0.35 ‐1 0.28 0.35 0.56 0.52 0.35 0.48 0.31 0.21 ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 7 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 7 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ B ‐‐ A B B ‐‐ ‐‐ ‐‐ 15 ‐‐ 18 ‐‐ 49 20 16 ‐‐ ‐‐ ‐‐ B ‐‐ B B A B B ‐‐ ‐‐ ‐‐ 16 ‐‐ 20 42 63 27 21 ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ 11 ‐‐ ‐‐ ‐‐ ‐‐ 27 ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ ‐‐ ‐‐ C ‐‐ ‐‐ B ‐‐ 6 ‐‐ ‐‐ ‐‐ ‐‐ 10 ‐‐ ‐‐ 22 A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ 38 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 33 ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ 40 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 68 ‐‐ ‐‐ ‐‐ A B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B 47 13 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 22 A A ‐‐ ‐‐ A ‐‐ ‐‐ B 69 45 ‐‐ ‐‐ 49 ‐‐ ‐‐ 13 Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank FRANK LLOYD WRIGHT SCOTTSDALE CACTUS GRAYHAWK 89 90 A A 9 9 8 8 90TH 76TH SCOTTSDALE 118TH 96TH MILLER ALMA SCHOOL SCOTTSDALE 84TH HAYDEN FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT OAK VIA LINDA VIA LINDA WILLIAMS DYNAMITE 1ST ST SHEA ROOSEVELT 91 92 93 94 95 96 97 98 99 100 A A A A A A A A A A 9 9 9 9 9 9 9 9 8 8 8 7 7 5 5 3 3 3 8 5 CIVIC CENTER 78TH HAYDEN SCOTTSDALE 94TH 76TH SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE THOMAS MCDONALD GRAYHAWK DRINKWATER (NORTH) SWEETWATER THOMPSON PEAK 2ND MCCORMICK MESCAL CHOLLA 101 102 103 104 105 106 107 108 109 110 A A A A A A A A A A 8 8 8 8 8 8 8 7 7 7 5 4 4 3 3 2 2 6 6 5 SCOTTSDALE GRANITE REEF 70TH SCOTTSDALE HAYDEN FRANK LLOYD WRIGHT THOMPSON PEAK THOMPSON PEAK PERIMETER 90TH PARADISE INDIAN SCHOOL THOMAS ASHLER HILLS SWEETWATER RAINTREE PARADISE REDFIELD PRINCESS THOMPSON PEAK 111 112 113 114 115 116 117 118 119 120 A A A A A A A A A A 7 7 7 7 7 7 7 7 7 7 5 5 4 4 4 4 3 2 2 2 HAYDEN 73RD 110TH NORTHSIGHT 70TH SCOTTSDALE SCOTTSDALE 82ND SCOTTSDALE CATTLETRACK 83RD KIERLAND SHEA FRANK LLOYD WRIGHT MCDOWELL CHAUNCEY JOMAX INDIAN SCHOOL SKYSONG MCDONALD 121 122 123 124 125 126 127 128 129 130 A A A A A A A A A A 7 7 6 6 6 6 6 6 6 6 2 2 6 6 5 5 4 4 4 3 73RD THUNDERBIRD 131 A 6 3 2020 Congestion Report Page 52 0.47 0.3 ‐1 0.33 0.31 0.35 0.52 0.36 0.36 0.25 0.37 0.44 0.24 ‐1 0.39 0.21 0.31 0.22 0.23 0.39 0.37 0.33 0.23 0.18 ‐1 0.23 0.22 0.25 0.19 0.19 0.26 0.22 0.15 0.2 0.15 ‐1 0.21 0.14 0.14 0.22 0.29 0.21 0.15 0.19 0.25 0.42 ‐1 0.15 A A 30 53 B A 24 57 B A ‐‐ A ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ 23 40 ‐‐ 62 ‐‐ 50 ‐‐ ‐‐ ‐‐ ‐‐ A B ‐‐ A A B ‐‐ ‐‐ ‐‐ ‐‐ 44 38 ‐‐ 79 46 31 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ A A ‐‐ ‐‐ A A ‐‐ ‐‐ 59 ‐‐ 64 45 ‐‐ ‐‐ 35 67 ‐‐ ‐‐ A ‐‐ A A ‐‐ ‐‐ B A ‐‐ ‐‐ 70 ‐‐ 65 59 ‐‐ ‐‐ 29 75 B ‐‐ ‐‐ ‐‐ A A A A B A 14 ‐‐ ‐‐ ‐‐ 74 43 61 65 19 37 C ‐‐ ‐‐ ‐‐ A B A A B B 12 ‐‐ ‐‐ ‐‐ 54 19 72 66 18 32 B B ‐‐ B ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ 24 29 ‐‐ 21 ‐‐ 57 ‐‐ ‐‐ ‐‐ ‐‐ B B ‐‐ B ‐‐ B A ‐‐ ‐‐ ‐‐ 26 34 ‐‐ 28 ‐‐ 37 77 ‐‐ ‐‐ ‐‐ B 25 B 23 Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank 102ND MCDOWELL MOUNTAIN RANCH PERIMETER BELL DRINKWATER 3RD SCOTTSDALE HEALTHCARE THOMPSON PEAK 68TH OAK 84TH CACTUS PIMA LOS GATOS SCOTTSDALE CHEYNEY FRANK LLOYD WRIGHT ALTADENA 132 133 134 135 136 137 138 139 140 A A A A A A A A A 6 6 6 6 6 5 5 5 5 3 2 2 2 1 5 4 4 4 77TH 87TH HAYDEN HAYDEN 75TH HAYDEN SCOTTSDALE 76TH GRAYHAWK MILLER MCDOWELL RAINTREE LINCOLN ROYAL PALM INDIAN SCHOOL PALM RANCHO VISTA REDFIELD THOMPSON PEAK DEER VALLEY 141 142 143 144 145 146 147 148 149 150 A A A A A A A A A A 5 5 5 5 5 5 5 5 5 5 4 4 3 3 3 2 3 3 2 2 82ND RAINTREE 151 152 153 154 155 156 157 158 159 160 A A A A A A A A A A 5 5 5 5 5 4 4 4 4 4 2 2 2 1 1 3 3 3 3 3 PIMA HUALAPAI HAYDEN OAK FRANK LLOYD WRIGHT THUNDERBIRD 91ST BELL THOMPSON PEAK HORSESHOE CANYON 92ND CHOLLA 91ST LEGACY GOLDWATER VIA SOLERI MARSHALL INDIAN SCHOOL GAINEY RANCH/VAQUERO DOUBLETREE RANCH 161 162 163 164 165 166 167 168 169 170 A A A A A A A A A A 4 4 4 4 4 4 4 4 4 4 3 3 2 2 2 1 2 1 1 1 87TH 70TH SCOTTSDALE 71ST 72ND 171 172 173 174 175 A A A A A 4 4 3 3 3 1 1 2 2 2 GAINEY CLUB/GAINEY SUITES DOUBLETREE RANCH DESERT CAMP (WEST) DESERT CAMP (EAST) SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE SCOTTSDALE 2020 Congestion Report THOMPSON PEAK THOMPSON PEAK 3RD DEER VALLEY ROSE 17050 N WILLIAMS HAPPY VALLEY NORTHSIGHT GOLD DUST EASTWOOD SHEA SHEA Page 53 0.2 0.11 0.18 0.33 0.29 0.24 0.17 0.21 0.26 ‐1 0.21 0.12 0.23 0.2 0.21 0.21 0.22 0.38 0.33 0.3 ‐1 0.14 0.17 0.3 0.13 0.22 0.12 0.22 0.1 0.11 0.17 ‐1 0.12 0.15 0.14 0.2 0.21 0.22 0.16 0.16 0.21 0.16 ‐1 0.21 0.29 0.07 0.07 0.09 A A ‐‐ A ‐‐ A A ‐‐ A 75 39 ‐‐ 32 ‐‐ 52 58 ‐‐ 72 A B ‐‐ B ‐‐ A A ‐‐ A 80 33 ‐‐ 43 ‐‐ 61 76 ‐‐ 58 ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A A A ‐‐ 26 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 44 54 55 ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A A A ‐‐ 14 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 55 56 71 A ‐‐ A A ‐‐ A ‐‐ A A ‐‐ 31 ‐‐ 66 76 ‐‐ 42 ‐‐ 51 48 ‐‐ B ‐‐ A A ‐‐ A ‐‐ B A B 25 ‐‐ 74 82 ‐‐ 53 ‐‐ 36 48 39 A ‐‐ A A A A A ‐‐ ‐‐ ‐‐ 68 ‐‐ 73 36 56 63 70 ‐‐ ‐‐ ‐‐ A ‐‐ A B A A ‐‐ ‐‐ ‐‐ ‐‐ 78 ‐‐ 64 35 67 73 ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ 34 ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ 60 ‐‐ ‐‐ ‐‐ ‐‐ Scottsdale Traffic Engineering N/S_STREET E/W_STREET AM Peak Hour MD Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank SCOTTSDALE PIMA SCOTTSDALE 82ND HAYDEN MERCER MARKET VISTA MCDOWELL JACKRABBIT 176 177 178 179 180 A A A A A 3 3 3 3 3 3 2 2 2 2 SCOTTSDALE GOLDWATER 90TH PIMA PIMA CROSSING MILLER SCOTTSDALE PROMENADE VIA DE NEGOCIO SCOTTSDALE EARL 5TH COCHISE DIXILETA SHEA SHEA 7025 N FRANK LLOYD WRIGHT VIA DE VENTURA DRINKWATER (SOUTH) 181 182 183 184 185 186 187 188 189 190 A A A A A A A A A A 3 3 3 3 2 2 2 2 2 2 2 1 1 1 2 2 2 1 1 1 REDFIELD FASHION SQUARE INDIAN SCHOOL SALT RIVER FIELDS INDIAN SCHOOL DOUBLETREE RANCH GAINEY CENTER/VAQUERO DOUBLETREE RANCH GOLDWATER MAIN SCOTTSDALE HENKEL SCOTTSDALE 6750 N 191 192 193 194 195 196 197 198 199 200 A A A A A A A A A A 2 2 2 2 2 2 2 2 1 1 1 1 1 1 0 0 1 1 1 1 SCOTTSDALE HAYDEN HAYDEN 201 202 203 A A A 1 1 1 1 0 0 76TH PL SCOTTSDALE BUCKBOARD PIMA BROWN GAINEY CENTER 2020 Congestion Report GAINEY SUITES JOE FOSS COMMERCE Page 54 0.08 0.1 0.18 0.07 0.16 ‐1 0.09 0.08 0.19 0.23 0.09 0.1 0.1 0.06 0.07 0.14 ‐1 0.03 0.08 0.07 0.09 0.05 0.07 0.11 0.07 0.06 0.11 ‐1 0.04 0.07 0.05 A A ‐‐ ‐‐ ‐‐ 41 69 ‐‐ ‐‐ ‐‐ A A ‐‐ ‐‐ ‐‐ 51 62 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 28 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 52 ‐‐ ‐‐ A ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ 60 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 71 ‐‐ B ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ A ‐‐ 30 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ 50 ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ ‐‐ Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Intersection LOS - Midday Peak Hour, Sorted by LOS Category - Arterial & Arterial Intersections Excluded NOTES: Intersections in this section include only those whose intersecting streets are not both classified as an arterial at least one of the approach legs. Couplets, specifically Goldwater Boulevard and Drinkwater Boulevard, are grouped with arterial classifications. Intersections have a displayed rank by analysis period. Rank is determined by level of service (“LOS”), worst to best, then by average delay per vehicle. 2020 Congestion Report Page 55 Scottsdale Traffic Engineering N/S_STREET E/W_STREET NORTHSIGHT SCOTTSDALE HAYDEN SCOTTSDALE 101 FREEWAY 94TH 73RD 105TH 98TH SCOTTSDALE RAINTREE THUNDERBIRD CACTUS CACTUS CACTUS CACTUS BUTHERUS Midday Peak Hour AM Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank BELL MAYO 1 2 3 4 5 6 7 8 9 10 D C C C C C C C C C 37 30 30 26 24 24 23 23 22 21 37 38 30 33 21 15 8 7 11 25 HAYDEN HAYDEN SCOTTSDALE SCOTTSDALE HAYDEN 90TH/REDFIELD 94TH 94TH PERIMETER 124TH 101 FREEWAY WB 101 FREEWAY EB PRINCESS PARADISE REDFIELD RAINTREE BELL THUNDERBIRD PRINCESS VIA LINDA 11 12 13 14 15 16 17 18 19 20 C C B B B B B B B B 20 20 14 13 13 13 13 13 13 13 13 11 14 12 9 8 6 5 4 4 NORTHSIGHT SCOTTSDALE 90TH HAYDEN 73RD 87TH 64TH PROMENADE 73RD FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT ACOMA FRANK LLOYD WRIGHT 83RD THUNDERBIRD RAINTREE CACTUS FRANK LLOYD WRIGHT KIERLAND CACTUS 21 22 23 24 25 26 27 28 29 30 B B B B B B B B B A 12 12 12 12 12 11 11 10 10 9 14 11 10 6 6 11 7 8 6 5 82ND RAINTREE SCOTTSDALE HEALTHCARE THOMPSON PEAK THOMPSON PEAK WINDGATE PASS 87TH NORTHSIGHT SCOTTSDALE MESCAL 91ST BELL 90TH THOMPSON PEAK 96TH CACTUS PERIMETER BELL 76TH FRANK LLOYD WRIGHT 31 32 33 34 35 36 37 38 39 40 A A A A A A A A A A 9 9 9 9 8 8 8 8 8 7 4 3 2 2 7 4 3 3 2 6 SCOTTSDALE SCOTTSDALE FRANK LLOYD WRIGHT 76TH 41 42 43 44 A A A A 7 7 7 7 6 6 3 3 2020 Congestion Report MCDOWELL MOUNTAIN RANCH MERCER DEER VALLEY RAINTREE REDFIELD Page 56 0.7 0.7 0.7 0.53 0.52 0.65 0.54 0.49 0.61 0.54 ‐1 0.45 0.51 0.5 0.33 0.32 0.37 0.39 0.25 0.3 0.31 ‐1 0.36 0.4 0.33 0.34 0.41 0.26 0.35 0.29 0.23 0.41 ‐1 0.15 0.5 0.24 0.22 0.3 0.3 0.48 0.38 0.31 0.2 ‐1 0.21 0.44 0.27 0.28 C C D C D C B C C C 14 8 2 15 1 13 46 10 30 34 D E D D C C C B B C 4 1 3 2 5 9 7 15 41 11 B B B A B B D B A B 62 36 82 111 54 60 3 56 119 59 C C A C B B B B B B 6 8 45 12 16 21 17 20 18 27 A A A A A A B A A A 124 88 91 121 131 142 67 188 122 89 B B A B B B C A B B 28 13 44 26 23 14 10 52 34 24 A A B A A A A B A A 151 135 77 171 109 164 120 71 133 92 B B A A B B B B B B 25 43 68 60 29 35 32 40 33 38 A A A A 176 156 116 148 A A B A 51 53 19 55 Scottsdale Traffic Engineering N/S_STREET E/W_STREET Midday Peak Hour AM Peak PM Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank 76TH 94TH SCOTTSDALE SCOTTSDALE 90TH MILLER THOMPSON PEAK LEGACY SWEETWATER WILLIAMS CACTUS WILLIAMS 45 46 47 48 49 50 A A A A A A 7 7 6 6 6 6 2 2 6 5 3 2 SCOTTSDALE 84TH SCOTTSDALE GRAYHAWK MILLER THOMPSON PEAK SCOTTSDALE PIMA HAYDEN 76TH PL 17050 N CACTUS GRAYHAWK THOMPSON PEAK DEER VALLEY HORSESHOE CANYON CHAUNCEY LOS GATOS GRAYHAWK REDFIELD 51 52 53 54 55 56 57 58 59 60 A A A A A A A A A A 5 5 5 5 5 5 4 4 4 4 5 5 4 2 2 1 4 4 2 2 THOMPSON PEAK 118TH 92ND 94TH THOMPSON PEAK DESERT CAMP (WEST) SCOTTSDALE PIMA PIMA 91ST PARADISE VIA LINDA CHOLLA SWEETWATER REDFIELD THOMPSON PEAK CHOLLA HUALAPAI MARKET LEGACY 61 62 63 64 65 66 67 68 69 70 A A A A A A A A A A 4 4 4 4 4 4 3 3 3 3 1 1 1 1 1 1 3 2 2 1 SCOTTSDALE FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT HENKEL ALTADENA THUNDERBIRD 71 72 73 A A A 2 2 2 2 1 1 2020 Congestion Report Page 57 0.39 0.33 0.4 0.18 0.23 0.29 ‐1 0.19 0.29 0.15 0.3 0.17 0.18 0.09 0.2 0.23 0.15 ‐1 0.14 0.1 0.25 0.19 0.12 0.16 0.12 0.12 0.1 0.23 ‐1 0.12 0.09 0.08 A C B A B A 106 31 81 159 58 96 A A A A A B 59 47 69 48 63 31 A A A A A A A A A A 158 137 90 149 150 165 126 138 103 191 B A A A A A B A A B 36 61 57 56 71 67 37 76 70 30 A A A A A A A A A A 117 94 166 105 118 153 110 161 177 167 A A A A A A A A A ‐‐ 72 79 73 65 66 74 75 78 62 ‐‐ A A A 199 140 163 A A A 50 58 64 Scottsdale Traffic Engineering This Page is Intentionally Blank 2020 Congestion Report Page 58 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Intersection LOS - PM Peak Hour, Sorted by LOS Category - Arterial & Arterial Intersections Excluded NOTES: Intersections in this section include only those whose intersecting streets are not both classified as an arterial at least one of the approach legs. Couplets, specifically Goldwater Boulevard and Drinkwater Boulevard, are grouped with arterial classifications. Intersections have a displayed rank by analysis period. Rank is determined by level of service (“LOS”), worst to best, then by average delay per vehicle. 2020 Congestion Report Page 59 Scottsdale Traffic Engineering N/S_STREET E/W_STREET PM Peak Hour AM Peak MD Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank SCOTTSDALE SCOTTSDALE HAYDEN NORTHSIGHT 101 FREEWAY HAYDEN 73RD HAYDEN 94TH 64TH THUNDERBIRD CACTUS CACTUS RAINTREE CACTUS 101 FREEWAY WB BUTHERUS 101 FREEWAY EB CACTUS CACTUS 1 2 3 4 5 6 7 8 9 10 E D D D C C C C C C 59 38 37 35 34 34 34 33 24 23 90 66 52 33 40 32 14 22 21 23 SCOTTSDALE SCOTTSDALE SCOTTSDALE 87TH 105TH HAYDEN 94TH PERIMETER FRANK LLOYD WRIGHT 94TH MAYO PARADISE ACOMA RAINTREE REDFIELD BELL PRINCESS RAINTREE THUNDERBIRD 11 12 13 14 15 16 17 18 19 20 C C B B B B B B B B 22 20 19 19 19 18 18 18 17 16 28 21 20 18 7 15 11 7 11 10 90TH/REDFIELD 91ST/SAN SALVADOR 73RD FRANK LLOYD WRIGHT 82ND HAYDEN 124TH NORTHSIGHT SCOTTSDALE 76TH PL RAINTREE VIA LINDA THUNDERBIRD CACTUS RAINTREE 83RD VIA LINDA FRANK LLOYD WRIGHT MESCAL REDFIELD 21 22 23 24 25 26 27 28 29 30 B B B B B B B B B B 15 15 14 13 13 13 13 12 12 12 12 10 8 12 6 6 6 14 12 6 MILLER 90TH PERIMETER 73RD 91ST SCOTTSDALE SCOTTSDALE 76TH SCOTTSDALE 96TH WILLIAMS THOMPSON PEAK BELL KIERLAND BELL 17050 N CHAUNCEY FRANK LLOYD WRIGHT HAPPY VALLEY CACTUS 31 32 33 34 35 36 37 38 39 40 B B B B B B B B B B 12 12 12 11 11 10 10 10 10 10 6 4 4 7 6 12 10 10 9 5 98TH BELL PIMA WESTLAND SCOTTSDALE HEALTHCARE THOMPSON PEAK 90TH FRANK LLOYD WRIGHT 41 42 43 44 B B B A 10 10 10 9 4 4 3 8 2020 Congestion Report Page 60 MCDOWELL MOUNTAIN RANCH 0.67 0.81 0.76 0.63 0.63 0.46 0.6 0.63 0.69 0.57 ‐1 0.52 0.59 0.6 0.42 0.39 0.46 0.35 0.36 0.45 0.33 ‐1 0.36 0.43 0.37 0.55 0.25 0.32 0.33 0.32 0.34 0.28 ‐1 0.23 0.2 0.22 0.2 0.25 0.38 0.39 0.23 0.53 0.5 ‐1 0.22 0.42 0.48 0.28 C C D C D B B B C B 8 15 2 14 1 62 46 36 13 67 C C C D C C C C C B 2 4 3 1 5 11 7 12 6 27 C A A A C B D A A B 34 111 88 142 10 54 3 119 116 56 C B B B C B B B A B 10 14 22 26 8 15 17 19 43 18 B B A A A A B A A A 60 70 131 89 151 121 59 124 109 191 B ‐‐ B A A B B B A A 16 ‐‐ 25 30 31 24 20 21 35 60 A A A A A A A A A B 96 120 133 122 164 158 126 92 160 71 A A A B A A A A ‐‐ A 50 37 39 29 36 51 57 40 ‐‐ 38 C B A A 30 57 135 91 C ‐‐ A B 9 ‐‐ 32 23 Scottsdale Traffic Engineering N/S_STREET E/W_STREET PM Peak Hour AM Peak MD Peak Delay/ Total Stops/ Rank LOS Veh (s) Delay (hr) Vehicle LOS Rank LOS Rank SCOTTSDALE 96TH 94TH SCOTTSDALE PIMA SCOTTSDALE PRINCESS VIA LINDA LEGACY WILLIAMS LONE MOUNTAIN HENKEL 45 46 47 48 49 50 A A A A A A 9 9 9 8 8 7 8 5 3 7 3 7 SCOTTSDALE PROMENADE SCOTTSDALE HAYDEN 76TH GRAYHAWK SCOTTSDALE FRANK LLOYD WRIGHT 76TH 87TH MERCER FRANK LLOYD WRIGHT DEER VALLEY SWEETWATER REDFIELD THOMPSON PEAK GRAYHAWK ALTADENA THOMPSON PEAK NORTHSIGHT 51 52 53 54 55 56 57 58 59 60 A A A A A A A A A A 7 7 7 7 7 7 6 6 6 6 6 6 6 5 4 3 6 5 2 2 84TH PIMA 90TH FRANK LLOYD WRIGHT 94TH THOMPSON PEAK THOMPSON PEAK THOMPSON PEAK SCOTTSDALE HAYDEN CACTUS MARKET CACTUS THUNDERBIRD SWEETWATER REDFIELD HORSESHOE CANYON WINDGATE PASS SWEETWATER GRAYHAWK 61 62 63 64 65 66 67 68 69 70 A A A A A A A A A A 5 5 5 5 5 5 5 5 4 4 5 4 4 3 3 3 2 2 4 2 MILLER THOMPSON PEAK 92ND DESERT CAMP (WEST) SCOTTSDALE PIMA SCOTTSDALE PIMA 118TH DEER VALLEY PARADISE CHOLLA THOMPSON PEAK CHOLLA LOS GATOS JOMAX HUALAPAI VIA LINDA 71 72 73 74 75 76 77 78 79 A A A A A A A A A 4 4 4 4 3 3 3 3 3 2 2 2 1 3 3 3 2 1 2020 Congestion Report Page 61 0.25 0.38 0.43 0.3 0.2 0.31 ‐1 0.21 0.19 0.3 0.24 0.26 0.25 0.15 0.38 0.34 0.27 ‐1 0.26 0.17 0.22 0.17 0.21 0.16 0.15 0.15 0.21 0.12 ‐1 0.1 0.19 0.07 0.25 0.1 0.14 0.09 0.08 0.16 B A C A B A 82 95 31 159 85 199 B ‐‐ A A ‐‐ A 13 ‐‐ 46 48 ‐‐ 71 A A A A A A A A A A 176 188 156 115 148 149 90 140 106 171 A B A A A A A A A A 41 28 42 74 44 54 53 72 45 34 A A B A A A A B B A 137 177 58 163 105 118 165 77 81 103 A A A A A A A A A A 52 69 49 73 64 65 56 33 47 59 A A A A A A A A A 150 117 166 153 110 138 127 161 94 A A A A A A ‐‐ A A 55 61 63 66 67 58 ‐‐ 68 62 Scottsdale Traffic Engineering This Page is Intentionally Blank 2020 Congestion Report Page 62 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Corridor Data - Overall NOTES: Segments have a displayed rank by analysis period by the percent of posted speed. Percent of posted speed is calculated by dividing the length of the corridor by the sum of the estimated signal delay and corridor's theoritical travel duration ‐ excluding delays ‐ at the posted speed limit. 2020 Congestion Report Page 63 Scottsdale Traffic Engineering AM Peak Hour Corridor GOLDWATER GOLDWATER SCOTTSDALE (NORTH) SCOTTSDALE (NORTH) SCOTTSDALE (CENTRAL) SCOTTSDALE (CENTRAL) % of Posted Speed Rank Direction SCOTTSDALE (DOWNTOWN) SCOTTSDALE (DOWNTOWN) MILLER MILLER HAYDEN (North) HAYDEN (North) HAYDEN (South) HAYDEN (South) 90TH ST 90TH ST 92ND‐94TH‐TPP 92ND‐94TH‐TPP FRANK LLOYD WRIGHT FRANK LLOYD WRIGHT MCKELLIPS MCKELLIPS MCDOWELL MCDOWELL THOMAS THOMAS INDIAN SCHOOL INDIAN SCHOOL CAMELBACK CAMELBACK CHAPARRAL CHAPARRAL MCDONALD MCDONALD INDIAN BEND INDIAN BEND VIA DE VENTURA VIA DE VENTURA VIA LINDA VIA LINDA MOUNTAIN VIEW MOUNTAIN VIEW SHEA (EAST) SHEA (EAST) SHEA (WEST) SHEA (WEST) CACTUS CACTUS RAINTREE RAINTREE BELL BELL PINNACLE PEAK PINNACLE PEAK HAPPY VALLEY HAPPY VALLEY 2020 Congestion Report NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NB SB NW SB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB EB WB 56% 63% 85% 82% 68% 57% 55% 59% 76% 72% 84% 80% 77% 76% 58% 58% 75% 79% 79% 83% 76% 68% 64% 24% 61% 42% 51% 28% 62% 64% 57% 33% 54% 55% 66% 71% 61% 61% 93% 91% 88% 84% 82% 81% 72% 73% 64% 77% 52% 57% 65% 57% 58% 65% 79% 78% 11 25 57 51 33 12 10 19 41 36 55 49 42 40 17 16 38 46 45 53 39 32 26 2 22 5 6 3 23 27 14 4 8 9 31 34 21 20 60 59 58 56 52 50 35 37 28 43 7 15 30 13 18 29 47 44 Midday Peak Hour Average Signal Delay % of Posted per Mile Speed Rank 100 72 15 18 45 74 117 103 37 47 23 30 26 27 77 83 31 27 25 19 31 41 57 316 61 138 105 277 75 76 93 230 93 88 50 38 64 60 8 13 13 19 17 18 37 34 50 26 106 90 49 70 58 47 24 23 Page 64 PM Peak Hour Average Signal Delay % of Posted per Mile Speed Rank Average Signal Delay per Mile 57% 64% 14 23 94 68 61% 64% 22 28 81 69 65% 70% 53% 56% 72% 77% 84% 79% 74% 75% 57% 57% 77% 80% 77% 70% 76% 67% 62% 62% 68% 59% 36% 49% 19% 51% 58% 43% 25% 63% 78% 78% 43% 67% 99% 96% 91% 87% 85% 80% 73% 68% 75% 76% 53% 63% 70% 67% 63% 62% 92% 83% 24 30 9 11 33 41 52 45 35 36 13 12 40 50 42 31 38 26 18 17 28 16 4 7 1 8 15 6 3 22 43 44 5 25 58 57 55 54 53 48 34 29 37 39 10 20 32 27 21 19 56 51 54 43 126 117 47 37 22 32 31 30 81 87 29 24 27 40 31 43 61 62 47 68 196 112 525 121 88 150 322 63 28 27 134 48 1 5 10 15 15 20 36 44 30 28 100 70 39 45 47 51 8 17 76% 75% 54% 50% 71% 77% 84% 79% 72% 73% 60% 55% 77% 79% 73% 78% 53% 64% 36% 57% 50% 55% 22% 39% 19% 51% 47% 44% 53% 56% 67% 72% 64% 62% 98% 96% 88% 77% 79% 80% 74% 66% 68% 71% 54% 59% 62% 65% 66% 55% 81% 79% 44 42 13 8 34 46 55 49 37 39 21 15 47 51 40 48 11 26 4 19 9 16 2 5 1 10 7 6 12 18 32 38 27 24 58 57 56 45 50 53 41 31 33 36 14 20 23 29 30 17 54 52 31 33 123 145 50 37 23 32 35 33 70 95 28 26 33 27 88 49 180 76 96 82 377 169 525 121 140 145 98 87 48 35 57 57 2 5 13 31 21 20 35 48 43 36 96 83 55 50 42 69 21 21 Scottsdale Traffic Engineering AM Peak Hour Corridor DYNAMITE DYNAMITE CAREFREE CAREFREE % of Posted Speed Rank Direction 2020 Congestion Report EB WB EB WB 63% 84% 11% 79% 24 54 1 48 Midday Peak Hour Average Signal Delay % of Posted per Mile Speed Rank 45 16 749 31 Page 65 80% 80% 22% 79% 49 47 2 46 PM Peak Hour Average Signal Delay % of Posted per Mile Speed Rank 19 21 308 31 71% 63% 24% 75% 35 25 3 43 Average Signal Delay per Mile 31 48 267 40 Scottsdale Traffic Engineering This Page is Intentionally Blank 2020 Congestion Report Page 66 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Corridor Data - AM Peak Hour, Sorted by Percent of Posted Speed NOTES: Segments have a displayed rank by analysis period by the percent of posted speed. Percent of posted speed is calculated by dividing the length of the corridor by the sum of the estimated signal delay and corridor's theoritical travel duration ‐ excluding delays ‐ at the posted speed limit. 2020 Congestion Report Page 67 Scottsdale Traffic Engineering AM Peak Hour Corridor CAREFREE MCDOWELL INDIAN SCHOOL CHAPARRAL THOMAS INDIAN SCHOOL RAINTREE MCDONALD MCDONALD Direction EB WB WB WB WB EB EB EB WB SCOTTSDALE (DOWNTOWN) NB GOLDWATER NB SCOTTSDALE (CENTRAL) SB BELL WB CHAPARRAL EB RAINTREE WB 90TH ST SB 90TH ST NB PINNACLE PEAK EB SCOTTSDALE (DOWNTOWN) SB VIA DE VENTURA WB VIA DE VENTURA EB THOMAS EB CAMELBACK EB DYNAMITE EB GOLDWATER SB MCDOWELL EB CAMELBACK WB CACTUS EB PINNACLE PEAK WB BELL EB INDIAN BEND EB MCKELLIPS WB SCOTTSDALE (CENTRAL) NB INDIAN BEND WB SHEA (WEST) EB MILLER SB SHEA (WEST) WB 92ND‐94TH‐TPP NB MCKELLIPS EB HAYDEN (South) SB MILLER NB HAYDEN (South) NB CACTUS WB WB HAPPY VALLEY NW FRANK LLOYD WRIGHT 92ND‐94TH‐TPP SB EB HAPPY VALLEY CAREFREE WB HAYDEN (North) SB SHEA (EAST) WB SCOTTSDALE (NORTH) SB SHEA (EAST) EB SB FRANK LLOYD WRIGHT DYNAMITE WB HAYDEN (North) NB MOUNTAIN VIEW WB 2020 Congestion Report Rank 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 % of Posted Speed Average Signal Delay per Mile (s) 11% 24% 28% 33% 42% 51% 52% 54% 55% 55% 56% 57% 57% 57% 57% 58% 58% 58% 59% 61% 61% 61% 62% 63% 63% 64% 64% 64% 65% 65% 66% 68% 68% 71% 72% 72% 73% 75% 76% 76% 76% 77% 77% 78% 79% 79% 79% 79% 80% 81% 82% 82% 83% 84% 84% 84% 749 316 277 230 138 105 106 93 88 117 100 74 70 93 90 83 77 58 103 60 64 61 75 45 72 57 76 50 47 49 50 41 45 38 37 47 34 31 31 27 37 26 26 23 25 27 24 31 30 18 18 17 19 16 23 19 Page 68 Other Direction Miles % of Posted Speed Analyzed 2.1 79% 3.4 64% 3.4 51% 2.2 57% 2.5 61% 3.4 28% 1.5 57% 2.3 55% 2.3 54% 1.6 59% 1.3 63% 10.1 68% 2.8 65% 2.7 33% 1.5 52% 1.4 58% 1.1 58% 2.5 65% 1.6 55% 2.2 61% 2.1 61% 3.0 42% 0.9 64% 4.3 84% 1.6 56% 3.3 24% 0.9 62% 4.5 77% 2.4 58% 2.7 57% 2.7 71% 1.1 76% 10.2 57% 2.8 66% 3.2 73% 1.8 76% 3.3 72% 3.5 79% 0.8 68% 12.9 77% 2.7 72% 12.6 76% 4.6 64% 4.0 79% 6.3 83% 5.2 75% 2.0 78% 0.8 11% 4.9 84% 6.0 82% 9.9 85% 6.0 81% 6.3 79% 4.2 63% 4.9 80% 3.8 88% Both Directions (Average) Average Signal Delay per Mile (s) % of Posted Speed Average Signal Delay per Mile (s) 31 57 105 93 61 277 90 88 93 103 72 45 49 230 106 77 83 47 117 64 60 138 76 16 100 316 75 26 58 70 38 31 74 50 34 37 37 27 41 26 47 27 50 24 19 31 23 749 23 17 15 18 25 45 30 13 33% 35% 37% 43% 50% 37% 54% 55% 55% 57% 59% 62% 60% 43% 54% 58% 58% 61% 57% 61% 61% 50% 63% 72% 59% 35% 63% 70% 61% 60% 68% 71% 62% 68% 73% 75% 73% 77% 71% 77% 75% 77% 70% 79% 81% 77% 79% 16% 82% 82% 83% 82% 81% 72% 82% 86% 553 188 190 155 97 190 99 91 91 110 84 59 59 155 99 80 80 52 110 62 62 97 75 31 84 188 75 38 52 59 44 37 59 44 36 41 36 29 37 27 41 27 38 23 22 29 23 553 27 18 16 18 22 31 27 16 Scottsdale Traffic Engineering AM Peak Hour Corridor SCOTTSDALE (NORTH) MOUNTAIN VIEW VIA LINDA VIA LINDA Direction NB EB WB EB 2020 Congestion Report Rank % of Posted Speed Average Signal Delay per Mile (s) 57 58 59 60 85% 88% 91% 93% 15 13 13 8 Page 69 Other Direction Miles % of Posted Speed Analyzed 9.8 3.7 1.6 1.3 82% 84% 93% 91% Both Directions (Average) Average Signal Delay per Mile (s) % of Posted Speed Average Signal Delay per Mile (s) 18 19 8 13 83% 86% 92% 92% 16 16 11 11 Scottsdale Traffic Engineering This Page is Intentionally Blank 2020 Congestion Report Page 70 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Corridor Data - Midday Peak Hour, Sorted by Percent of Posted Speed NOTES: Segments have a displayed rank by analysis period by the percent of posted speed. Percent of posted speed is calculated by dividing the length of the corridor by the sum of the estimated signal delay and corridor's theoritical travel duration ‐ excluding delays ‐ at the posted speed limit. 2020 Congestion Report Page 71 Scottsdale Traffic Engineering Midday Peak Hour Corridor CAMELBACK CAREFREE MCDONALD INDIAN SCHOOL VIA DE VENTURA CHAPARRAL INDIAN SCHOOL CAMELBACK Direction EB EB EB EB EB WB WB WB SCOTTSDALE (DOWNTOWN) NB RAINTREE EB SCOTTSDALE (DOWNTOWN) SB 90TH ST SB 90TH ST NB GOLDWATER NB CHAPARRAL EB THOMAS WB MCDOWELL WB MCDOWELL EB PINNACLE PEAK WB RAINTREE WB PINNACLE PEAK EB MCDONALD WB GOLDWATER SB SCOTTSDALE (CENTRAL) NB VIA DE VENTURA WB MCKELLIPS WB BELL WB THOMAS EB SHEA (WEST) WB SCOTTSDALE (CENTRAL) SB SB FRANK LLOYD WRIGHT BELL EB MILLER NB SHEA (WEST) EB HAYDEN (South) NB HAYDEN (South) SB CACTUS EB MCKELLIPS EB CACTUS WB 92ND‐94TH‐TPP NB MILLER SB NW FRANK LLOYD WRIGHT INDIAN BEND EB INDIAN BEND WB HAYDEN (North) SB CAREFREE WB DYNAMITE WB SHEA (EAST) WB DYNAMITE EB 92ND‐94TH‐TPP SB WB HAPPY VALLEY HAYDEN (North) NB SHEA (EAST) EB MOUNTAIN VIEW WB MOUNTAIN VIEW EB EB HAPPY VALLEY 2020 Congestion Report Rank 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 % of Posted Speed Average Signal Delay per Mile (s) 19% 22% 25% 36% 43% 43% 49% 51% 53% 53% 56% 57% 57% 57% 58% 59% 62% 62% 62% 63% 63% 63% 64% 65% 67% 67% 67% 68% 68% 70% 70% 70% 72% 73% 74% 75% 75% 76% 76% 77% 77% 77% 78% 78% 79% 79% 80% 80% 80% 80% 83% 84% 85% 87% 91% 92% 525 308 322 196 134 150 112 121 126 100 117 87 81 94 88 68 62 61 51 70 47 63 68 54 48 43 45 47 44 43 40 39 47 36 31 30 30 31 28 29 37 27 28 27 32 31 21 20 19 24 17 22 15 15 10 8 Page 72 Other Direction Miles % of Posted Speed Analyzed 1.1 51% 1.6 79% 2.3 63% 3.4 49% 2.1 67% 2.2 58% 3.4 36% 1.1 19% 1.5 56% 1.5 63% 1.6 53% 1.4 57% 1.1 57% 1.3 64% 2.7 43% 2.5 68% 3.4 62% 3.3 62% 2.4 63% 1.5 53% 2.5 62% 2.3 25% 1.6 57% 6.0 70% 2.2 43% 1.1 76% 2.8 70% 3.0 59% 3.3 73% 5.8 65% 4.6 77% 2.7 67% 1.7 77% 3.2 68% 12.6 75% 12.9 74% 4.5 76% 0.8 67% 4.6 75% 4.0 80% 1.3 72% 5.8 70% 2.7 78% 2.8 78% 4.9 84% 0.8 22% 4.2 80% 6.0 85% 4.3 80% 5.2 77% 4.0 92% 4.9 79% 6.0 80% 3.8 91% 3.7 87% 2.0 83% Both Directions (Average) Average Signal Delay per Mile (s) % of Posted Speed Average Signal Delay per Mile (s) 121 31 63 112 48 88 196 525 117 70 126 81 87 68 150 47 61 62 47 100 51 322 94 43 134 31 39 68 36 54 27 45 37 44 30 31 28 43 30 24 47 40 27 28 22 308 19 15 21 29 8 32 20 10 15 17 27% 31% 36% 41% 52% 51% 41% 27% 54% 58% 54% 57% 57% 61% 51% 64% 62% 62% 63% 58% 63% 36% 61% 67% 52% 71% 68% 64% 70% 67% 74% 68% 74% 70% 74% 74% 76% 71% 76% 79% 74% 74% 78% 78% 81% 31% 80% 82% 80% 79% 86% 81% 82% 89% 89% 86% 325 216 195 155 90 116 155 325 122 86 122 84 84 80 116 57 61 61 49 86 49 195 80 48 90 38 42 57 40 48 33 42 43 40 30 30 29 38 29 26 43 33 27 27 27 216 20 17 20 26 14 27 17 12 12 14 Scottsdale Traffic Engineering Midday Peak Hour Corridor VIA LINDA VIA LINDA Direction WB EB 2020 Congestion Report Rank % of Posted Speed Average Signal Delay per Mile (s) 57 58 96% 99% 5 1 Page 73 Other Direction Miles % of Posted Speed Analyzed 1.6 1.3 99% 96% Both Directions (Average) Average Signal Delay per Mile (s) % of Posted Speed Average Signal Delay per Mile (s) 1 5 98% 98% 3 3 Scottsdale Traffic Engineering This Page is Intentionally Blank 2020 Congestion Report Page 74 Scottsdale Traffic Engineering City of Scottsdale 2020 Congestion Report Corridor Data - PM Peak Hour, Sorted by Percent of Posted Speed NOTES: Segments have a displayed rank by analysis period by the percent of posted speed. Percent of posted speed is calculated by dividing the length of the corridor by the sum of the estimated signal delay and corridor's theoritical travel duration ‐ excluding delays ‐ at the posted speed limit. 2020 Congestion Report Page 75 Scottsdale Traffic Engineering PM Peak Hour Corridor CAMELBACK INDIAN SCHOOL CAREFREE MCDOWELL INDIAN SCHOOL CHAPARRAL CHAPARRAL Direction EB EB EB EB WB WB EB SCOTTSDALE (DOWNTOWN) SB THOMAS EB CAMELBACK WB MCKELLIPS EB MCDONALD EB SCOTTSDALE (DOWNTOWN) NB RAINTREE EB 90TH ST SB THOMAS WB PINNACLE PEAK WB MCDONALD WB MCDOWELL WB RAINTREE WB 90TH ST NB GOLDWATER NB BELL EB VIA DE VENTURA WB DYNAMITE WB MCKELLIPS WB VIA DE VENTURA EB GOLDWATER SB BELL WB PINNACLE PEAK EB SHEA (WEST) WB INDIAN BEND EB CACTUS EB MILLER NB DYNAMITE EB CACTUS WB HAYDEN (South) NB INDIAN BEND WB HAYDEN (South) SB NW FRANK LLOYD WRIGHT SHEA (WEST) EB SCOTTSDALE (CENTRAL) SB CAREFREE WB SCOTTSDALE (CENTRAL) NB MOUNTAIN VIEW WB MILLER SB 92ND‐94TH‐TPP NB SB FRANK LLOYD WRIGHT HAYDEN (North) SB SHEA (EAST) EB 92ND‐94TH‐TPP SB WB HAPPY VALLEY SHEA (EAST) WB EB HAPPY VALLEY HAYDEN (North) NB MOUNTAIN VIEW EB 2020 Congestion Report Rank 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 % of Posted Speed Average Signal Delay per Mile (s) 19% 22% 24% 36% 39% 44% 47% 50% 50% 51% 53% 53% 54% 54% 55% 55% 55% 56% 57% 59% 60% 61% 62% 62% 63% 64% 64% 64% 65% 66% 66% 67% 68% 71% 71% 71% 72% 72% 73% 73% 74% 75% 75% 76% 77% 77% 77% 78% 79% 79% 79% 79% 80% 81% 84% 88% 525 377 267 180 169 145 140 145 96 121 88 98 123 96 95 82 69 87 76 83 70 81 55 57 48 49 57 69 50 42 48 48 43 50 31 36 35 35 33 33 35 33 40 31 31 37 28 27 32 21 26 21 20 21 23 13 Page 76 Other Direction Miles % of Posted Speed Analyzed 1.1 51% 3.4 39% 1.6 75% 3.3 57% 3.4 22% 2.2 47% 2.7 44% 1.6 54% 3.0 55% 1.1 19% 0.8 64% 2.3 56% 1.5 50% 1.5 59% 1.4 60% 2.5 50% 2.4 66% 2.3 53% 3.4 36% 1.5 54% 1.1 55% 1.3 64% 2.7 65% 2.2 64% 4.2 71% 1.1 53% 2.1 62% 1.6 61% 2.8 62% 2.5 55% 3.3 74% 2.7 72% 4.5 71% 1.9 77% 4.3 63% 4.6 68% 12.6 73% 2.8 67% 12.9 72% 5.8 78% 3.2 66% 5.8 76% 0.8 24% 6.0 75% 3.8 88% 1.6 71% 4.0 79% 4.2 73% 4.9 84% 6.0 80% 5.2 77% 4.0 81% 6.0 79% 2.0 79% 4.9 79% 3.7 77% Both Directions (Average) Average Signal Delay per Mile (s) % of Posted Speed Average Signal Delay per Mile (s) 121 169 40 76 377 140 145 123 82 525 49 87 145 83 70 96 42 98 180 96 95 69 50 57 31 88 57 81 55 69 35 35 36 37 48 43 33 48 35 27 48 31 267 33 13 50 26 33 23 20 28 21 21 21 32 31 27% 29% 33% 44% 29% 45% 45% 52% 52% 27% 58% 54% 52% 57% 57% 52% 60% 54% 44% 57% 57% 62% 63% 63% 66% 58% 63% 62% 63% 60% 70% 70% 69% 73% 66% 69% 72% 70% 72% 75% 70% 75% 33% 75% 82% 73% 78% 75% 81% 79% 78% 80% 79% 80% 81% 82% 325 275 192 127 275 142 142 134 90 325 65 92 134 90 84 90 55 92 127 90 84 74 52 57 40 65 57 74 52 55 41 41 39 44 40 39 34 41 34 30 41 32 192 32 22 44 27 30 28 21 27 21 21 21 28 22 Scottsdale Traffic Engineering PM Peak Hour Corridor VIA LINDA VIA LINDA Direction WB EB 2020 Congestion Report Rank % of Posted Speed Average Signal Delay per Mile (s) 57 58 96% 98% 5 2 Page 77 Other Direction Miles % of Posted Speed Analyzed 1.6 1.3 98% 96% Both Directions (Average) Average Signal Delay per Mile (s) % of Posted Speed Average Signal Delay per Mile (s) 2 5 97% 97% 4 4 Scottsdale Traffic Engineering