CENTRAL MESA LRT EXTENSION DRAFT ENVIRONMENTAL ASSESSMENT AIR QUALITY TECHNICAL REPORT August 2010 Central Mesa LRT Extension Air Quality Technical Report Prepared for: Valley Metro Rail, Inc. Prepared by: 1023 E. Montebello Avenue Phoenix, AZ 85014 Phone: (602) 277-1640 Fax: (602) 277-1664 August 2010 TABLE OF CONTENTS SECTION PAGE 1.0 INTRODUCTION................................................................................................1 1.1 Study Background ......................................................................................1 1.2 Build Alternative .........................................................................................2 1.2.1 Build Alternative, 2-Lane Option ......................................................6 1.2.2 Build Alternative, 4-Lane Option ......................................................6 1.2.3 Unresolved Issues ...........................................................................6 2.0 AFFECTED ENVIRONMENT...........................................................................13 2.1 Applicable Air Quality Standards ..............................................................13 2.2 Attainment Status .....................................................................................15 2.2.1 Carbon Monoxide ..........................................................................16 2.2.2 Ozone ............................................................................................16 2.2.3 PM-10 ............................................................................................17 2.3 Air Quality Monitoring in the Project Area.................................................17 2.4 Air Quality Emissions ...............................................................................19 2.5 Air Quality Modeling Requirements ..........................................................20 2.5.1 Clean Air Act Amendments............................................................20 2.5.2 Federal Transportation Conformity Rule........................................21 2.5.2.1 Carbon Monoxide Hot-spot Requirements.........................22 2.5.2.2 Ozone Requirements.........................................................22 2.5.2.3 PM-10 Hot-spot Requirements ..........................................22 3.0 METHODOLOGY FOR IMPACT EVALUATION .............................................24 3.1 Regional Conformity Demonstration.........................................................24 3.2 Carbon Monoxide Screening ....................................................................24 3.3 PM-10 Screening......................................................................................26 4.0 POTENTIAL OPERATION IMPACTS AND MITIGATION ...............................27 4.1 Hot-Spot Analysis.....................................................................................27 4.1.1 Roadway Configuration and Geometry..........................................28 4.1.2 Emission Estimates .......................................................................28 4.1.3 Dispersion Modeling ......................................................................29 4.1.3.1 Site Variables.....................................................................30 4.1.3.2 Receptor Locations............................................................30 4.1.3.3 Link Data ...........................................................................31 4.1.3.4 Meteorological Variables ..................................................32 4.1.4 Persistence Factor.........................................................................33 4.1.5 Background Concentrations ..........................................................33 Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page i August 2010 4.2 Impacts.....................................................................................................34 4.3 Mitigation ..................................................................................................34 5.0 POTENTIAL CONSTRUCTION IMPACTS AND MITIGATION .......................35 5.1 Impacts.....................................................................................................35 5.1.1 Regional Analysis ..........................................................................35 5.1.2 Hot-Spot Analysis ..........................................................................35 5.2 Mitigation ..................................................................................................35 6.0 CUMULATIVE IMPACTS.................................................................................37 6.1 Impacts.....................................................................................................37 7.0 BIBLIOGRAPHY..............................................................................................38 Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page ii August 2010 LIST OF TABLES Table 1. LRT Operating Plans Table 2. Stations, Transit Centers, and Park-and Rides Table 3. National Ambient Air Quality Standards Table 4. Mesa Air Monitoring Site Data Table 5. Tempe Air Monitoring Site Data Table 6. LOS for PM Peak for Signalized Intersections Table 7. PM Peak Volumes for Signalized Intersections that Meet LOS Criteria for Screening Table 8. 2028 Carbon Monoxide Composite Emission Factors (Winter Season – All Vehicles) Table 9. 2028 1-Hour Highest CO Concentration (ppm) Table 10. 2028 8-Hour Highest CO Concentration (ppm) Table 11. 2028 Total 8-Hour CO Concentrations (ppm) LIST OF FIGURES Figure 1. Central Mesa Study Area Figure 2. Locally Preferred Alternative Figure 3. Build Alternative, Sycamore to Country Club Drive Figure 4. Build Alternative, 2-Lane Option, Country Club Drive to Lesueur Figure 5. Build Alternative, 4-Lane Option, Country Club Drive to Lesueur Figure 6. Air Quality Monitoring Stations Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page iii August 2010 APPENDICES Appendix A. Intersection Geometry Appendix B. MOBILE 6.2 Output Files Appendix C. SYNCHRO Files Appendix D. CAL3QHC Output Files Appendix E. Comment and Response Form Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page iv August 2010 1.0 INTRODUCTION This Air Quality technical report is being prepared to support the Environmental Assessment (EA) for high capacity transit improvements being considered in the study area for the Central Mesa Light Rail Transit (LRT) Extension. This chapter begins with a short background of the study and a description of the alternatives being considered in the EA. 1.1 STUDY BACKGROUND The Central Mesa LRT Extension study area is bounded on the west by the Light Rail Starter Line’s eastern terminus at Sycamore/Main Street; University Drive to the north; Power Road to the east; and the Superstition Freeway (U.S. 60) on the south (Figure 1). FIGURE 1: CENTRAL MESA STUDY AREA Source: METRO (2009) A two-tiered alternatives development process was implemented to evaluate the Central Mesa Study Area conceptual alternatives. The first phase (Tier 1) included a conceptual level evaluation that analyzed the advantages and disadvantages of the initial list of potential alternatives to address the transportation needs of the study area (see separate Tier 1 Evaluation of Alternatives Report, October 2007, for more information). The initial alternatives considered both LRT and bus rapid transit (BRT) modes. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 1 June 2010 All alternatives began at the eastern terminus of the recently opened LRT Starter Line Station at Sycamore/Main Street and extended east to the Superstition Springs Center area via Main Street (with 1st Street and 1st Avenue suboptions downtown) and Power Road. Fixed guideway (via LRT or BRT) generally extended east to about Horne (between Mesa and Stapley Drives) with BRT offering limited stop express service further east in existing travel lanes (similar to Valley Metro Link) to Superstition Springs Center. LRT consisted of a dedicated fixed guideway with two tracks (one track in each direction) that ran mostly in the middle of the existing street system. BRT also had a dedicated fixed guideway for a portion of the project as previously mentioned. The initial alternatives were subject to a “fatal flaw’ screening at the Tier 1 phase; the most feasible alternatives were identified and retained for further analysis, and the alternatives deemed unresponsive to Tier 1 evaluation criteria were eliminated from continued study. The alternatives that remained after the Tier 1 analysis and public, agency, and other stakeholder input were then subjected to a more detailed evaluation (Tier 2). The Tier 2 evaluation continued to consider both LRT and BRT build alternatives. The criteria developed to analyze all of the build alternatives in Tier 2 began to quantify ridership potential, capital and operating and maintenance costs, land use and economic development impacts, traffic issues, environmental factors, conceptual engineering, and public preferences. See the complete Tier 2 Evaluation of Alternatives Report, December 2008, which defines the Tier 2 alternatives considered and details the results of the evaluation. Based on the results of the Tier 2 evaluation, public meetings, and agency and other stakeholder input, the recommended build alternative is to advance light rail transit as the preferred technology and Main Street as the preferred alignment. The locally preferred alternative (LPA) includes a light rail extension on Main Street east to an interim end-of-the-line east of Mesa Drive as Phase 1. See the complete Recommended Alternative Report, Draft June 2009 for discussion of the rationale for selection of the LPA. The Phase 1 project is scheduled to begin operations in 2016 and is the major focus of the Environmental Assessment being prepared pursuant to the National Environmental Policy Act (NEPA). The No-Build Alternative will also continue to be considered as specified by NEPA. The Phase 1 project connects logical termini and has independent utility meaning that the project is a reasonable expenditure even if no additional transportation improvements are made in the area. 1.2 BUILD ALTERNATIVE The LRT Main Street Alternative was selected as the recommended LPA for more detailed analysis in the EA. This LPA recommendation was approved by the City of Mesa City Council (May 2009) and the METRO Board of Directors (June 2009). The LPA has two design options for Main Street in the area east of Country Club Drive: 1) 2 Lanes; and 2) 4 Lanes. The design options are described at the end of this discussion. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 2 August 2010 Whether to implement the Build Alternative, 2-Lane Option or the Build Alternative, 4Lane Option will be decided after completion of a series of public workshops, the Draft EA, and receipt of input during the Draft EA public comment period. The Build Alternative, or LPA, is shown in Figure 2. The Build Alternative includes a double-track LRT guideway that would operate in the center of Main Street from just east of Sycamore to just east of Hobson, a distance of 3.1 miles. LRT is electrically powered and receives its power from overhead power lines within the street right-ofway. FIGURE 2: LOCALLY PREFERRED ALTERNATIVE LRT operations would include a traffic signal priority system (predictive priority), to allow for faster travel times. The light rail vehicles will be the same as the ones currently being used for the LRT Starter Line. Major operating plan features are listed in Table 1. TABLE 1: LRT OPERATING PLANS Headways Number of Vehicles Line-haul Capacity Hours of Operation All day except late evening: 10 minutes Late evening: 20 minutes 42 – LRT Starter Line + Central Mesa LRT Extension 8 – Spare vehicles 50 – Total current fleet 2,700 passengers per peak hour per direction (Based on 3 vehicles per train and 150 passengers/vehicle)1 Daily = ~20 hours 1 Ultimate capacity. LRT operating plans call for 2-car consists during normal operations with 3-car consists operating only during special events or other high periods of demand. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 3 August 2010 This alternative is an extension of the LRT Starter Line that opened in December 2008 and would provide a seamless connection (no transfer required) from the current eastern terminus of the LRT Starter Line at Sycamore along Main Street to Mesa Drive. Tail tracks would continue east of the station platform a distance of approximately 425 feet east of Hobson. East of Centennial Way to Superstition Springs Transit Center, the existing Valley Metro LINK BRT would connect to LRT and operate in mixed traffic as it does today as a skipstop express service. As a result of the Build Alternative, Valley Metro LINK BRT service would be discontinued along Main Street between Sycamore and Centennial Way to eliminate service duplication, and its operational frequency in the off-peak will increase from 30 to 15 minutes. However, service during peak periods will remain the same as today (15 minutes). Other than that, no other changes to the LINK operations or facilities will be necessary for the Phase 1 LRT extension being evaluated in the EA. LRT stations/LINK BRT stops and park-and-ride locations are identified in Table 2. A new park-and-ride facility would be built near the end-of-line LRT station on the northeast corner of Main Street/Mesa Drive. Each LRT station would serve one or more existing or planned bus routes in the area. TABLE 2: STATION AND PARK-AND-RIDE LOCATIONS Station/Stop LRT Facilities (Stations) Sycamore/Main St. (LRT Starter Line End-of-Line Station) Alma School/Main St. Country Club/Main St. Center/Main St. Mesa Dr./Main St. Location1 Park-andRide Yes East of intersection Existing facility and not attributable to LRT extension East of intersection East of intersection East of intersection Station—East of intersection Park-and-Ride—Northeast of intersection. A 6.4-acre area of interest identified. Park-and-ride would accommodate approximately 500 vehicles and will not likely require the entire 6.4-acre site. Layout to be determined during final design. The park-and-ride site may have potential market value for transit-oriented development sometime in the future. Valley Metro Link BRT Facilities (Existing Stops—Facilities not attributable to LRT extension) Stapley/Main St.2 No East of intersection Gilbert/Main St.2 No West/east of intersection Lindsay/Main St.2 No East of intersection Val Vista/Main St.2 No West/east of intersection Greenfield/Main St.2 No West/east of intersection Higley/Main St.2 No East of intersection Recker/Main St.2 No West/east of intersection Power/Main St.2 No West of intersection Broadway/Power2 No North of intersection U.S. 60/Power (Superstition Yes North of intersection 2 Springs Center) 1 All LRT stations have a center platform configuration. 2Station locations as part of existing Valley Metro LINK BRT project. Station locations and amenities would remain. Source: METRO, 2010. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report No No No Yes Page 4 August 2010 Also recommended, as part of the LPA, is a future (Phase 2) extension of LRT to Gilbert Road. This extension would provide enhanced regional transit connections and opportunity for a larger regional park-and-ride facility. At this time, Phase 2 is not identified in the MAG RTP, is unfunded, and is not evaluated in the EA. However, the Phase 2 recommendation has been forwarded to MAG and has been identified as an “illustrative project” for inclusion in the RTP. Should the Phase 2 project move forward as a federal project, it will be subject to NEPA compliance. Construction of the Build Alternative would include installation of trackwork, an overhead contact system (OCS) for the distribution of electricity to LRT vehicles, traction power substations, and signaling and communication systems. The LRT transitway would consist of tracks formed of continuously welded rails. The rails would be embedded track supported on a concrete slab. The OCS would consist of poles, approximately 25 feet tall, installed along the operating right-of-way at intervals from 90 to 170 feet to support the electrical power line. The OCS would be designed to be compatible with visual and aesthetic characteristics of the corridor. The poles would generally be located in the center of the two tracks, wherever possible. In some locations, catenary poles may be located on the side of the LRT trackway with the overhead electrical line suspended over the LRT tracks with head spans. Electricity for LRT operations would be supplied to the OCS from traction power substations (TPSS) located along the proposed LRT alignment. These electrical substations would be enclosed structures approximately 20-by-40 feet (30-by-60 feet including the grounding mat around the substation) located proximally to the LRT alignment. One TPSS would be required for roughly each one to one and a half mile of track. Specific locations will be determined as design is further refined. LRT vehicles for the Central Mesa LRT Extension would be maintained and serviced at the existing LRT Starter Line Operations and Maintenance Center (OMC), located south of Washington Street between State Route (SR) 143 and Loop 202. The OMC will have sufficient capacity to service LRT vehicles allocated to the Central Mesa LRT Extension, and expansion of the existing facility, or construction of a new facility will not be required. The existing traffic lane capacity along Main Street would be maintained between Sycamore and Country Club Drive. Typical cross sections are presented in Figure 3. For the segment east of Country Club Drive to the LRT eastern terminus near Hobson (just east of Mesa Drive), two design options are being considered: • • Build Alternative, 2-Lane Option Build Alternative, 4-Lane Option Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 5 August 2010 These design options are further described below. 1.2.1 Build Alternative, 2-Lane Option Main Street’s traffic lane capacity would generally be reduced from two lanes in each direction to one lane in each direction from Country Club Drive to Horne. The exception is in the westbound direction only between Mesa Drive and Horne where two through lanes would be available. At the westbound approach to Mesa Drive intersection, one through lane would be trapped into a right turn lane. Single left turn lanes would be maintained at Country Club Drive (double left is removed), Robson, MacDonald, Center Street, Centennial Way/Sirrine Street, Hibbert, Mesa Drive, Lesueur, and Hobson. Acquisition of additional right-of-way along the alignment would be minimal to accommodate the fixed guideway as a result of the reduction of travel lanes. Typical cross sections at various locations along the Build Alternative, 2-Lane Option are shown in Figure 4. The station and park-and-ride locations presented in Table 2 apply to the 2Lane Option. This option could allow for future conversion, if desired, to 2 lanes in each direction through downtown by eliminating the dedicated left turn lanes and using splitphase traffic signals that would allow through and left-turning traffic to share the same left lane. The conversion would require minor curb revisions and/or parking removal beyond that shown in the current design between Country Club Drive and Robson. Between Mesa Drive and Udall, some additional curb and right-of-way revisions would be needed on the south side of Main Street. 1.2.2 Build Alternative, 4-Lane Option With the 4-lane option, the current four through travel lanes (two in each direction) would be maintained from Country Club to Hobson. This scenario assumes split-phase traffic signals, and single left turn lanes would only be provided at Country Club Drive and Mesa Drive. All other existing turning lanes would be removed. The bike lane would be eliminated west of Lesueur, and parking would continue to be provided at most locations along this segment where it presently exists. To keep the existing numbers of through lanes will require acquisition of additional right-of-way at the northeast and southeast corners of Main Street and Mesa Drive. Typical cross sections at various locations along the Build Alternative, 4-Lane Option are shown in Figure 5. All of the stations and park-and-ride facility locations are as illustrated in Table 2. 1.2.3 Unresolved Issues Several issues will be further refined as the EA proceeds and community outreach continues. In addition to the previously discussed optional traffic design configurations downtown, decisions will need to be made about the following: • • TPSS locations OCS Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 6 August 2010 • • • • • • Pedestrian access points Park-and-ride sizing, layout and capacity Station design Urban design/public art Refinement of utilities and location Construction staging Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 7 August 2010 FIGURE 3: BUILD ALTERNATIVE, SYCAMORE TO COUNTRY CLUB DRIVE Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 8 August 2010 Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 9 August 2010 FIGURE 4: BUILD ALTERNATIVE, 2-LANE OPTION COUNTRY CLUB DRIVE TO HOBSON Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 10 August 2010 Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 11 August 2010 FIGURE 5: BUILD ALTERNATIVE, 4-LANE OPTION COUNTRY CLUB DRIVE TO HOBSON Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 12 August 2010 2.0 AFFECTED ENVIRONMENT 2.1 APPLICABLE AIR QUALITY STANDARDS The federal and state ambient air quality standards are applicable to the Maricopa County region. The National Ambient Air Quality Standards (NAAQS) were established by the federal Clean Air Act (CAA) of 1970, as amended in 1977 and 1990. The NAAQS represent the maximum levels of pollution considered safe, with an adequate margin of safety, to protect public health and welfare. The six primary air pollutants of concern for which NAAQS have been established are carbon monoxide (CO), ozone (O3), particulate matter (PM) equal to or smaller than 10 microns (PM-10) or 2.5 microns (PM-2.5) in diameter, sulfur dioxide (SO2), nitrogen dioxide (NO2), and lead (Pb). In Arizona, the state ambient air quality standards are identical to the federal NAAQS. Table 3 presents the current NAAQS for each of the six pollutants for different averaging periods. The “primary” standards have been established to protect public health. The “secondary” standards are intended to protect the nation’s welfare, including protection against visibility impairment, damage to animals, crops, vegetation, and buildings. When an area violates a health-based standard, the CAA requires that the area be designated as nonattainment for that pollutant. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 13 August 2010 TABLE 3. NATIONAL AMBIENT AIR QUALITY STANDARDS Primary Standards Pollutant Carbon Monoxide Lead Nitrogen Dioxide Level Sulfur Dioxide Averaging Time 8-hour (1) 35 ppm (40 mg/m3) 1-hour (1) 0.15 µg/m3 (2) Rolling 3-Month Average Same as Primary 1.5 µg/m3 Quarterly Average Same as Primary Annual (Arithmetic Average) Same as Primary 53 ppb (3) Particulate 150 µg/m3 Matter (PM10) Ozone Level 9 ppm (10 mg/m3) 100 ppb Particulate Matter (PM2.5) Averaging Time Secondary Standards 1-hour None (4) 24-hour (5) None Same as Primary 15.0 µg/m3 Annual (6) (Arithmetic Average) 35 µg/m3 24-hour 0.075 ppm (2008 std) 8-hour (8) Same as Primary 0.08 ppm (1997 std) 8-hour (9) Same as Primary 0.12 ppm 1-hour (10) Same as Primary 0.03 ppm Annual (Arithmetic Average) 0.14 ppm 75 ppb (11) 24-hour Not to be exceeded more than once per year. (2) Final rule signed October 15, 2008. Same as Primary 0.5 ppm 3-hour (1) (1) 1-hour (1) Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report (7) Same as Primary None Page 14 August 2010 (3) The official level of the annual NO2 standard is 0.053 ppm, equal to 53 ppb, which is shown here for the purpose of clearer comparison to the 1-hour standard (4) To attain this standard, the 3-year average of the 98th percentile of the daily maximum 1-hour average at each monitor within an area must not exceed 100 ppb (effective January 22, 2010). (5) Not to be exceeded more than once per year on average over 3 years. (6) To attain this standard, the 3-year average of the weighted annual mean PM-2.5 concentrations from single or multiple community-oriented monitors must not exceed 15.0 µg/m3. (7) To attain this standard, the 3-year average of the 98th percentile of 24-hour concentrations at each population- oriented monitor within an area must not exceed 35 µg/m3 (effective December 17, 2006). (8) To attain this standard, the 3-year average of the fourth-highest daily maximum 8-hour average ozone concentrations measured at each monitor within an area over each year must not exceed 0.075 ppm. (effective May 27, 2008) (9) (a) To attain this standard, the 3-year average of the fourth-highest daily maximum 8-hour average ozone concentrations measured at each monitor within an area over each year must not exceed 0.08 ppm. (b) The 1997 standard—and the implementation rules for that standard—will remain in place for implementation purposes as EPA undertakes rulemaking to address the transition from the 1997 ozone standard to the 2008 ozone standard. (c) EPA is in the process of reconsidering these standards (set in March 2008). (10) (a) EPA revoked the 1-hour ozone standard in all areas, although some areas have continuing obligations under that standard ("anti-backsliding"). (b) The standard is attained when the expected number of days per calendar year with maximum hourly average concentrations above 0.12 ppm is < 1. (11) (a) Final rule signed June 2, 2010. To attain this standard, the 3-year average of the 99th percentile of the daily maximum 1-hour average at each monitor within an area must not exceed 75 ppb. Last updated on Thursday, June 03, 2010 2.2 ATTAINMENT STATUS The Maricopa County area is currently designated as a federal nonattainment area for 8-hour O3 and PM-10, maintenance area for CO, and unclassifiable/attainment for SO2, Pb, NO2, and PM-2.5. The nonattainment area is located in the Salt River Valley at 1,100 feet above mean sea level and is almost completely surrounded by mountains. The climate in the nonattainment area is arid continental, with temperatures ranging from a mean of 52 degrees Fahrenheit in January to 91 degrees, in July. The sun shines 86 percent of the time and the annual rainfall is about 7.44 inches. In general, the prevailing wind direction is from E/SE to W/SW. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 15 August 2010 2.2.1 Carbon Monoxide Carbon monoxide is a colorless, odorless, and (at much higher levels) poisonous gas, formed when carbon in fuels is not burned completely. It is a product of motor vehicle exhaust, which contributes about 60 percent of all CO emissions nationwide. High concentrations of CO generally occur in areas with heavy traffic congestion. Other sources of CO emissions include industrial processes such as carbon black manufacturing, non-transportation fuel combustion, and natural sources such as wildfires. Peak concentrations typically occur along roadways and near intersections with high levels of traffic congestion. Calm winds during the late fall and winter, coupled with night and early morning ground-based temperature inversions, can cause a build-up of CO concentrations in urban areas. On March 9, 2005, EPA published the final rule in the Federal Register redesignating the Phoenix metropolitan area to attainment for CO, as well as approving the attainment demonstration and maintenance plan showing maintenance of the CO standard through 2015. The Phoenix metropolitan area has not had a violation of the CO standard since 1996 and has been reporting clean monitoring data for more than ten years. 2.2.2 Ozone Ozone is the prime ingredient of smog in our cities and other areas of the country. Though it occurs naturally in the stratosphere to provide a protective layer high above the earth, at ground-level it is the prime ingredient of smog. Ozone is not emitted directly into the air, but is formed by gases called nitrogen oxides (NOx) and volatile organic compounds (VOCs) that in the presence of heat and sunlight react to form ozone. Ground-level ozone forms readily in the atmosphere, usually during hot weather, and affects the respiratory system in people and animals, as well as affects the growth of plants. NOx is emitted from motor vehicles, power plants and other sources of combustion. VOCs are emitted from a variety of sources, including motor vehicles, chemical plants, refineries, factories, consumer and commercial products, and other industrial sources. On June 14, 2005, EPA published the final rule in the Federal Register redesignating the Phoenix metropolitan area to attainment of the 1-hour ozone standard, the primary component of smog, and approving the plan showing maintenance of the standard through 2015. The 1-hour ozone standard was revoked on June 15, 2005 for most areas and replaced with the 8-hour ozone standard. The Phoenix metropolitan area has been designated an 8-hour ozone nonattainment area and classified as Subpart 1 (Basic). The 2007 MAG Eight-Hour Ozone Plan was submitted to EPA on June 15, 2007. In addition, the MAG Eight-Hour Ozone Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 16 August 2010 Redesignation Request and Maintenance Plan for the Maricopa County Nonattainment Area was submitted in February 2009. In 2008, there were 18 unique days when at least one monitor exceeded the standard. There were 72 individual exceedances of the 8-hour standard which occurred at 15 different sites. Also in 2008, there were nine violations of the eight-hour primary standard (the 8-hour average NAAQS for ozone is violated when the three-year average of the fourth high is greater than 0.075 ppm). 2.2.3 PM-10 The term "particulate matter" (PM) includes both solid particles and liquid droplets found in the air. Many manmade and natural sources emit PM directly or emit other pollutants that react in the atmosphere to form PM. These solid and liquid particles come in a wide range of sizes. Particles less than 10 micrometers in diameter (PM-10) pose a health concern because they can be inhaled into and accumulate in the respiratory system. Sources of PM-10 include crushing or grinding operations and dust from paved or unpaved roads. EPA published a final rule approving the Revised MAG 1999 Serious Area Particulate Plan on July 25, 2002. The Plan for the region projected attainment of both standards by 2006; however, the region is still experiencing violations of both the 24-hour and annual standards. It is important to note that EPA revoked the annual PM-10 standard on October 17, 2006 effective December 18, 2006. On June 6, 2007, EPA published a final rule in the Federal Register finding that the Maricopa County PM-10 Nonattainment Area did not attain the 24-hour standard for PM-10 by December 31, 2006. MAG submitted the 2007 Five Percent Plan for PM-10 to EPA in December 2007. For calendar year 2008, there were 12 unique days when at least one monitor exceeded the standard. There were 16 individual exceedances of the 24-hour standard which occurred at 5 different sites and there were 5 violations of the 24-hour standard. 2.3 AIR QUALITY MONITORING IN THE PROJECT AREA The Maricopa County Air Quality Department 2008 Air Monitoring Network Review includes monitoring stations at 24 different sites in Maricopa County. There are two monitoring stations located near the study area (see Figure 6): (1) Mesa, located at Broadway Road and Brooks Avenue; and (2) Tempe, located at Apache Boulevard and College Avenue. Both monitors are of neighborhood scale and focus on population exposure. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 17 August 2010 It is important to note that ambient air monitoring networks are designed to sample air pollution in a variety of settings, assess the health welfare effects, and assist in determining sources of air pollution. Since it is physically and fiscally impossible to monitor the air quality everywhere within the county, a representative sample of the air quality must be obtained. Maricopa County conducts annual monitoring reviews to meet statutory obligations and to refine the monitoring network to ensure that the citizens of Maricopa County are provided with quality and relevant data. FIGURE 6. AIR QUALITY MONITORING STATIONS Source: SR|Beard, MCAQD 2006 Air Monitoring Network Review, June 2007 The Mesa site is located at Brooks Reservoir at the western edge of the city near the Tempe border. It is centered in an area that contains residential, industrial, and a small amount of agricultural activity. An open field borders the site on the west with commercial development to the north, and light industry east and south of the site. Carbon monoxide, PM2.5, and PM-10 are the criteria pollutants monitored at this State and Local Air Monitoring Station (SLAMS) site. A summary of air quality data collected Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 18 August 2010 at this monitoring site, excerpted from the 2008 Air Monitoring Network Review, is provided in Table 4. TABLE 4. MESA AIR MONITORING SITE DATA CO Max. 8-hr CO Avg. (ppm) Number of 8-hr CO exceedances PM-10 Max. 24-hr PM-10 Avg. (ug/m3) Number of 24-hr PM-10 exceedances 2006 2007 2008 2.8 0 2.0 0 1.4 0 75 0 110 0 71 0 Source: Maricopa County Air Quality Department, 2008 Air Monitoring Network Review. The Tempe monitoring site was established in 2000. The site was established to fill in a spatial gap between the metropolitan Phoenix area and the City of Mesa. Ozone and carbon monoxide (both SLAMS) are monitored at the site. A summary of air quality data collected at this monitoring site excerpted from the 2008 Air Monitoring Network Review is provided in Table 5. TABLE 5. TEMPE AIR MONITORING SITE DATA CO Max. 8-hr CO Avg. (ppm) Number of 8-hr CO exceedances O3 Max. 8-hr O3 Avg. (ppm) Number of Daily Exceedances ≥ 0.075 ppm (as of 2008) Three-year Avg. of 4 th High 2006 2007 2008 2.5 0 2.0 0 1.8 0 0.087* 1 0.084 0 0.082* 6 0.075 0.077 0.077 * Indicates an exceedance of standard. Source: Maricopa County Air Quality Department, 2008 Air Monitoring Network Review. It should be noted that the Arizona Department of Environmental Quality also operates a few air monitors in Maricopa County. However, the only one located near the study area is the Salt River Pima DOAS which is used to assess transport (ADEQ Air Quality Annual Report 2008). 2.4 AIR QUALITY EMISSIONS As previously indicated, the Maricopa County area is currently designated as a federal nonattainment area for 8-hour O3 and PM-10, and maintenance for CO. The applicable air quality standards are expressed in terms of concentrations. Concentrations can be measured through ambient air quality monitoring or estimated by combining pollutant emissions and meteorology in a photochemical model. Regional emission source categories generally are classified as follows: Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 19 August 2010 • • • • point & area sources: examples include electric utilities and industrial processes, such as manufacturing; onroad mobile sources: examples include automobiles, heavy-duty trucks, and buses; nonroad mobile sources: examples include lawn and garden equipment, construction equipment, aircraft engines; and miscellaneous sources: examples include fires and windblown dust. Air quality impact analysis is generally focused on motor vehicles. The power to move a motor vehicle comes from burning fuel in an engine. Pollution from vehicles comes from the by-products of this combustion process. In addition, emissions escape through fuel evaporation. The combustion process results in emissions that are released from the tailpipe while a vehicle is operating. Exhaust emissions occur during two modes: cold start (starting and driving a vehicle the first few minutes results in higher emissions because the emissions control equipment has not yet reached its optimal operating temperature) and running exhaust emissions (pollutants are emitted from the vehicle’s tailpipe during driving and idling after the vehicle is warmed up). Evaporative emissions occur in several ways such as: running losses (the hot engine and exhaust system vaporize gasoline while the vehicle is running), hot soak (the engine remains hot for a period of time after the vehicle is turned off, and gasoline evaporation continues when the car is parked while cooling down), and diurnal emissions (even when the vehicle is parked for long periods of time, gasoline evaporation occurs as the temperature rises during the day). In addition, particulate emissions (PM-10 and PM-2.5) are directly emitted via tailpipe (vehicle exhaust), brake wear, and tire wear. Reentrained road dust from paved and unpaved roads also produces particulate emissions. 2.5 AIR QUALITY MODELING REQUIREMENTS 2.5.1 Clean Air Act Amendments Section 176(c) of the Clean Air Act (CAA, 1990) requires that Federal agencies and Metropolitan Planning Organizations (MPOs) not approve any transportation project, program, or plan which does not conform to the approved State Implementation Plan (SIP). The 1990 amendments to the Clean Air Act expanded Section 176(c) to more explicitly define conformity to an implementation plan to mean: Conformity to the plan's purpose of eliminating or reducing the severity and number of violations of the national ambient air quality standards and achieving expeditious attainment of such standards; and that such activities will not (i) cause or contribute to any new violation of any standard in any area; (ii) increase the frequency or severity of Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 20 August 2010 any existing violation of any standard in any area; or (iii) delay timely attainment of any standard or any required interim emission reductions or other milestones in any area. The expanded Section 176(c) also provided conditions for approval of transportation plans, programs, and projects and required that the Environmental Protection Agency (EPA) promulgate conformity determination criteria and procedures. 2.5.2 Federal Transportation Conformity Rule The federal transportation conformity rule (40 Code of Federal Regulations Parts 51 and 93) specifies criteria and procedures for conformity determinations for transportation plans, programs, and projects and their respective amendments. The federal transportation conformity rule was first promulgated in 1993 by EPA, following the passage of amendments to the federal Clean Air Act in 1990. The federal transportation conformity rule has been revised several times since its initial release to reflect both EPA rule changes and court opinions. The conformity rule applies nationwide to “all nonattainment and maintenance areas for transportation-related criteria pollutants for which the area is designated nonattainment or has a maintenance plan” (40 CFR 93.102). As previously indicated, portions of Maricopa County are designated as a nonattainment or maintenance area with respect to federal air quality standards for three criteria pollutants, carbon monoxide (CO), eighthour ozone, and particulate matter less than or equal to ten microns in diameter (PM10). Transportation plans, programs, and projects for the nonattainment or maintenance areas in the Maricopa County area must satisfy the requirements of the federal transportation conformity rule. Section 93.104 of the Federal Transportation Conformity Rule requires that FHWA/FTA projects must be found to conform before they are adopted, accepted, approved, or funded. Section 93.116 of the Federal Transportation Conformity Rule addresses criteria and procedures for localized CO, PM-10, and PM-2.5 violations (hot-spots). As previously indicated, the Maricopa County area is in attainment for PM-2.5. The criteria states that the FHWA/FTA project must not cause or contribute to any new localized CO and/or PM-10 violations or increase the frequency or severity of any existing CO and/or PM-10 violations in nonattainment and maintenance areas. This criterion is satisfied if it is demonstrated that during the time frame of the transportation plan (or regional emissions analysis) no new local violations will be created and the severity or number of existing violations will not be increased as a result of the project. The demonstration must be performed according to the consultation requirements of §93.105(c)(1)(i) and the methodology requirements of §93.123. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 21 August 2010 It is important to note that Section 93.116(b) which requires that each project eliminate or reduce the severity and number of localized CO violations in the area, does NOT apply since a CO maintenance plan has been approved by EPA. In addition, all projects involving federal funding and/or approval are subject to NEPA. According to NEPA, the project must not violate any NAAQS or the project must incorporate all practicable means to avoid or minimize expected exceedances of NAAQS. 2.5.2.1 Carbon Monoxide Hot-spot Requirements Section 93.123 of the Federal Transportation Conformity Rule provides procedures for determining localized CO concentrations (hot-spot analysis). The demonstrations must be based on quantitative analysis using the applicable air quality models, data bases, and other requirements specified in 40 CFR part 51, Appendix W (Guideline on Air Quality Models). These procedures shall be used in the following cases: (i) For projects in or affecting locations, areas, or categories of sites which are identified in the applicable implementation plan as sites of violation or possible violation; (ii) For projects affecting intersections that are at Level-of-Service D, E, or F, or those that will change to Level-of-Service D, E, or F because of increased traffic volumes related to the project; (iii) For any project affecting one or more of the top three intersections in the nonattainment or maintenance area with highest traffic volumes, as identified in the applicable implementation plan; and (iv) For any project affecting one or more of the top three intersections in the nonattainment or maintenance area with the worst level of service, as identified in the applicable implementation plan. These requirements are addressed for the Central Mesa LRT Extension, including parkand-ride facilities, in the Carbon Monoxide Screening section. 2.5.2.2 Ozone Requirements It is important to note that there are no requirements for addressing localized ozone concentrations (hot-spot analysis) in the federal transportation conformity rule. 2.5.2.3 PM-10 Hot-spot Requirements Section 93.123 of the Federal Transportation Conformity Rule also provides procedures for determining localized PM-10 concentrations (hot-spot analysis). The hot-spot Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 22 August 2010 demonstration must be based on quantitative analysis methods for the following types of projects: (i) New or expanded highway projects that have a significant number of or significant increase in diesel vehicles; (ii) Projects affecting intersections that are at Level-of-Service D, E, or F with a significant number of diesel vehicles, or those that will change to Level-of-Service D, E, or F because of increased traffic volumes from a significant number of diesel vehicles related to the project; (iii) New bus and rail terminals and transfer points that have a significant number of diesel vehicles congregating at a single location: (iv) Expanded bus and rail terminals and transfer points that significantly increase the number of diesel vehicles congregating at a single location; and (v) Projects in or affecting locations, areas, or categories of sites which are identified in the PM-10 or PM-2.5 applicable implementation plan or implementation plan submission, as appropriate, as sites of violation or possible violation. However, where quantitative analysis methods are not available, the demonstration must be based on a qualitative consideration of local factors. In addition, the requirements for quantitative analysis will not take effect until EPA releases modeling guidance and announces in the Federal Register that the requirements are in effect. In March 2006, EPA and FHWA issued joint guidance on how to perform qualitative hotspot analyses in PM-10 and PM-2.5 nonattainment and maintenance areas. As indicated previously, the Maricopa County area is designated unclassifiable/attainment for the PM-2.5 standard. However, these PM-10 requirements are addressed for the Central Mesa LRT Extension, including park-and-ride facilities, in the PM-10 Screening section. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 23 August 2010 3.0 METHODOLOGY FOR IMPACT EVALUATION 3.1 REGIONAL CONFORMITY DEMONSTRATION The Maricopa Association of Governments (MAG) is the designated MPO in Maricopa County, Arizona, and is responsible for regional transportation and air quality planning. In July 2007, MAG approved the Finding of Conformity for the FY 2008-2012 MAG Transportation Improvement Program (TIP) and the MAG Regional Transportation Plan - 2007 Update. The analysis demonstrates that the criteria specified in the federal transportation conformity rule for a conformity determination are satisfied by the TIP and RTP. A finding of conformity for the FY 2008-2012 MAG Transportation Improvement Program and MAG Regional Transportation Plan – 2007 Update is therefore supported. It is important to note that the Central Mesa LRT Extension, including park-and-ride facilities, is included in the MAG TIP/RTP and conformity analysis. The MAG regional emissions analysis was conducted for the horizon year 2028 for carbon monoxide, eight-hour ozone, and PM-10. The conformity demonstration complies with the Federal Transportation Rule and indicates that the TIP/RTP will not (i) cause or contribute to any new violation of any standard in any area; (ii) increase the frequency or severity of any existing violation of any standard in any area; or (iii) delay timely attainment of any standard or any required interim emission reductions or other milestones in any area. The MAG TIP/RTP and conformity analysis was approved by the MAG Regional Council in July 2007. Federal approval by the Federal Highway Administration (FHWA) and the Federal Transit Administration (FTA) was issued August 16, 2007. 3.2 CARBON MONOXIDE SCREENING Section 2.5.2.1 summarized the carbon monoxide hot-spot requirements per the Transportation Conformity Rule. The following addresses each of the requirements: (i) the Maricopa County region has not recorded a violation of the CO standard since 1996. In addition, the area has an approved Carbon Monoxide Maintenance Plan which does not identify any sites of violation or possible violation through the 2015 horizon year. As a result, the project does not meet this criteria for carbon monoxide hot-spot analysis. (ii) EPA issued the Guideline for Modeling Carbon Monoxide from Roadway Intersections in November 1992. The Guideline indicates that all signalized intersections in the study area should be reviewed. As part of the procedure for determining critical intersections, those intersections at LOS D, E, or F or those that will Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 24 August 2010 change to LOS D, E, or F because of increased volumes of traffic related to a new project should be considered for modeling. Those intersections should then be ranked based on traffic volumes. The Guideline concludes that the top three intersections based on the worst LOS and the highest traffic volumes should be selected for modeling. It is assumed that if the selected intersections do not show an exceedance of the CO standards, none of the ranked intersections will. The signalized intersections in the study area were obtained from the March 2010 Transportation Technical Report prepared for the Central Mesa LRT Extension. The LOS for the intersections was obtained for the PM peak period for the existing conditions and analysis years 2015 and 2028 for both the “with” and “without” project scenarios and is summarized in Table 6; the data reflects the estimated impact of the Central Mesa LRT Extension, including park-and-ride facilities. The PM peak period was selected because it is the PM traffic, rather than AM traffic, that typically has the most effect on peak CO concentrations. It is important to note that the existing 2009 and 2015 options were obtained from the “METRO” version of the regional transportation model; whereas, the 2028 options were obtained from the MAG regional transportation model used for regional conformity analysis. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 25 August 2010 TABLE 6. LOS FOR PM PEAK FOR SIGNALIZED INTERSECTION Street Intersection Cross Street University Dr. University Dr. University Dr. University Dr. University Dr. University Dr. Main St. Main St. Main St. Main St. Main St. Main St. Main St. Broadway Rd. Broadway Rd. Broadway Rd. 2009 Existing 2015 No-Build Alternative D A D A D A A D A D A E-F A E-F 2015 Build Alternative, 2-Lane Option D A D A D A A D A C A E-F A E-F 2015 Build Alternative, 4-Lane Option D A D A D A A D A D A E-F A E-F Alma School Rd. Extension Rd. Country Club Dr. Center St. Mesa Dr. Horne Longmore Alma School Rd. Extension Rd. Country Club Dr. Center St. Mesa Dr. Horne Alma School Rd. C A D A D A A E-F A C A D A D Extension Rd. A A A Broadway Access Rd. (w/o Country Club Dr.) Center St. A A A 2028 No-Build Alternative C A C A A A A C A C A C A C 2028 Build Alternative , 2-Lane Option C A C A C A A C A E-F A E-F A C 2028 Build Alternative, 4-Lane Option C A C A C A A C A C A C A C A A A A A A A A Broadway A A A A A A A Rd. Broadway Mesa Dr. D E-F E-F E-F C C C Rd. Broadway Horne A A A A A A A Rd. Shading: those intersections at LOS D, E, or F or those that will change to LOS D, E, or F because of increased volumes of traffic related to the project and will be considered for modeling Source: MAG Regional Travel Demand Model and METRO, via e-mail from Holly Hassett dated October 29, 2009. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 24 June 2010 The seven intersections that meet the LOS criteria for screening have been highlighted above. These intersections have been ranked based on traffic volumes in Table 7 below; the data reflect the estimated impact of the Central Mesa LRT Extension, including parkand-ride facilities. TABLE 7. PM PEAK VOLUMES FOR SIGNALIZED INTERSECTIONS THAT MEET LOS CRITERIA FOR SCREENING Street University Dr. University Dr. Main St. Main St. Main St. Broadway Rd. Broadway Rd. Intersection Cross Street Country Club Dr. Mesa Dr. Alma School Rd. Country Club Dr. Mesa Dr. Alma School Rd. Mesa Dr. Existing 2009 15,573 12,500 15,730 NA 13,520 16,371 13,647 2028 Build Alternative, 2-Lane Option NA NA NA 12,748 12,618 NA NA Ranking 3 NA 2 A B 1 NA Source: MAG Regional Travel Demand Model and METRO, via e-mail from Holly Hassett dated October 29, 2009. As is the case for the data sources noted in the preceding table, the data for the existing 2009 in Table 7 were obtained from the “METRO” version of the regional transportation model; whereas, the 2028 options were obtained from the MAG regional transportation model used for regional conformity analysis. The intersections ranked 1, 2, and 3 are based on the “METRO” version of the regional transportation model, which in most cases results in higher PM Peak LOS and PM Peak Volumes. The intersections ranked A and B are based on the MAG regional transportation model and will be modeled due to meeting the LOS screening requirements. In summary, nineteen signalized intersections in the study area were reviewed. Seven intersections met the LOS criteria and were considered for modeling. Those intersections were then ranked based on traffic volumes and five intersections were selected (to address the different transportation models) for air quality modeling. (iii) & (iv) of the CO hot spot analysis requirements of the Transportation Conformity Rule apply to any project affecting one or more of the top three intersections in the nonattainment or maintenance plan with the highest traffic volumes and worst level of service, respectively; since the approved Maintenance Plan does not identify these top three intersections, additional hot-spot analysis is not required. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 25 June 2010 3.3 PM-10 SCREENING Section 2.5.2.3 summarized the PM-10 hot-spot requirements per the Transportation Conformity Rule. For PM-10 areas without approved conformity SIPs (the Maricopa County region does not have an approved conformity SIP), guidance is used to complete the qualitative PM-10 hot-spot analyses only for “projects of air quality concern” as defined in the Section 93.123 of the Transportation Conformity Rule. Guidance was issued jointly by EPA and FHWA in March 2006 entitled Transportation Conformity Guidance for Qualitative Hot-Spot Analyses in PM-2.5 and PM-10 Nonattainment and Maintenance Areas. The Central Mesa LRT Extension, including park-and-ride facilities, does not meet any of the screening criteria in Section 93.123 used to define a “project of air quality concern” as further discussed below: (i) the Central Mesa LRT Extension, including park-and-ride facilities, is not a new highway project, nor does it expand a highway. (ii) the affected intersections do not experience significant numbers of diesel vehicles; nor will the project result in increased traffic volumes from a significant number of diesel vehicles related to the project. (iii) & (iv) new or expanded bus and rail terminals and transfer points associated with the project will not have a significant number of diesel vehicles congregating at a single location. The associated bus fleet in the future is assumed to be zero percent diesel (1/12/06 e-mail from Dale Hardy, City of Phoenix Transit to Jerri Horst, HDR/SR Beard). (v) the MAG 2007 Five Percent Plan for PM-10 for the Maricopa County Nonattainment Area projects attainment of the PM-10 standards in 2010. The modeling attainment demonstration focused on the Salt River Area (which includes the only three monitors in the nonattainment area that violated the PM-10 standard in 2004-2006) and the Higley area. Neither of these areas is located within or near the Central Mesa LRT Extension study area. Since none of the screening criteria were met, the project has been determined NOT to be a Project of Air Quality Concern. Therefore, no additional qualitative assessment is required. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 26 August 2010 4.0 POTENTIAL OPERATION IMPACTS AND MITIGATION The results of the screening for CO or PM-10 as documented in the previous section, indicated that detailed hot-spot analysis is needed for CO, but not PM-10. The general requirements for CO hot-spot analysis per Section 93.123 of the Federal Transportation Conformity Rule include the following: (1) Estimated pollutant concentrations must be based on the total emissions burden which may result from the implementation of the project, summed together with future background concentrations. The total concentration must be estimated and analyzed at appropriate receptor locations in the area substantially affected by the project. (2) Hot-spot analyses must include the entire project, and may be performed only after the major design features which will significantly impact concentrations have been identified. The future background concentration should be estimated by multiplying current background by the ratio of future to current traffic and the ratio of future to current emission factors. (3) Hot-spot analysis assumptions must be consistent with those in the regional emissions analysis for those inputs which are required for both analyses. (4) Mitigation or control measures shall be assumed in the hot-spot analysis only where there are written commitments from the project sponsor and/or operator to implement such measures, as required by §93.125(a). The hot-spot analysis assumptions are consistent with the regional analysis as documented below. Future background concentrations were estimated in accordance with EPA guidance and added to the hot-spot results to estimate total concentrations which may result from the project. Additional control measures (beyond those assumed in the regional analysis) were not included in the hot-spot analysis. 4.1 HOT-SPOT ANALYSIS The EPA Guideline for Modeling Carbon Monoxide from Roadway Intersections, November 1992 is designed to evaluate air quality impacts at one or more roadway intersections where vehicular traffic may cause or contribute to increased emissions of carbon monoxide. The Guideline is appropriate for project level conformity analysis and may be used for EAs. The overall procedure for consistent selection and analysis of intersections includes the following: • Gathering of data related to the project of concern, including traffic and operating characteristics, and roadway configurations and geometry. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 27 August 2010 • • • • Computation of traffic flow conditions and emission for intersections, based on both those vehicles moving through the intersection without stopping (free-flow) and those that are delayed and stopped (queued vehicles). Selection of receptor locations. Use of dispersion models to calculate estimated concentrations Overall tabulation of total concentrations due to the intersection and background. 4.1.1 Roadway Configurations and Geometry As documented in Section 3.2, the EPA Guideline was followed for the Carbon Monoxide Screening. There are five intersections selected for modeling. The geometry for the selected intersections have been prepared (see Appendix A) as follows: • No-Build Alternative: configurations measured from to-scale aerials provided by METRO. o 2 intersections (Broadway/Alma School and University/Country Club) were modified to reflect TIP improvement projects per drawings provided by City of Mesa. • Build Alternative, 2-Lane Option: configurations measured from to-scale aerials with added line drawings provided by METRO; o 2 of the intersection configurations remain unchanged from the No-Build Alternative: Broadway/Alma School and University/Country Club • Build Alternative, 4-Lane Option: configurations measured from to-scale aerials with added line drawings provided by METRO; o 3 of the intersection configurations remain unchanged from the 2-Lane Option: Broadway/Alma School, Main/Alma School, and University/Country Club 4.1.2 Emission Estimates Carbon monoxide emission factors were estimated using the EPA Mobile 6.2 for the winter season for the 2028 horizon year of the RTP analysis. The MOBILE model was developed by EPA for the purpose of estimating motor vehicle emission factors, in units of grams per mile, for specified vehicle fleet, fuel, temperature and speed conditions. Mobile 6.2 input files used for the 2028 CO estimates in the MAG 2007 Conformity Analysis were obtained from MAG (via 10/26/07 email from Taejoo Shin, MAG to Luke Albert, City of Goodyear). The input files include locally-derived motor vehicle registration distribution by model year. January 2007 vehicle registration data from the Arizona Department of Transportation was used as input to the model. MAG has verified that there are no changes to the input files since that time (as of December 2009). Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 28 August 2010 Inspection and maintenance (I/M) program benefits are also assumed in the modeling. The MOBILE 6.2 runs were weighted to account for vehicles driving in the area that do not participate in the I/M program. Consistent with the MAG 2007 Conformity Analysis, it is assumed that 91.6 percent of eligible onroad vehicles participate in the I/M program. The inputs also include fuel and temperature assumptions for the winter season. The input files were modified to reflect the 2028 analysis year and average speeds for both free-flow and queue links for the selected intersection. The Guideline recommends that the vehicle speed on the link be obtained from traffic engineering data. Average speeds by segment were provided for the “with and without” project scenarios (via e-mail from Saroja Devarakonda, December 10, 2009). The vehicle speed for a free-flow link represents the speed experienced by drivers traveling along the link in the absence of the delay caused by the intersection traffic signal. MOBILE6.2 does not directly model idle emission rates for carbon monoxide. Idling emission rates (in grams per hour) are assumed to be the same as for driving at 2.5 miles per hour. The resulting emission rate is multiplied by the average speed to yield the emission rate in grams per hour. The output from the MOBILE 6.2 model includes emission factors representative of the PM peak period for the winter season. Appendix B contains the MOBILE6.2 output files; the output provides a summary of input variables and model results. Composite emission factors obtained for the microscale analysis are presented in Table 8 below rounded to one decimal place. TABLE 8. 2028 CARBON MONOXIDE COMPOSITE EMISSION FACTORS (WINTER SEASON - ALL VEHICLES) Speed (mph) I/M Fleet Average Idle 2.5 15 20 25 30 35 33.153 13.261 6.126 5.724 5.490 5.394 5.393 Non-I/M Fleet Average 45.048 18.019 7.642 7.071 6.744 6.594 6.583 Composite Fleet Average 34.2 13.7 6.3 5.8 5.6 5.5 5.5 Units1 g/hr g/mi g/mi g/mi g/mi g/mi g/mi 1 g/hr = grams per hour; g/mi = grams per mile. Source: CAC MOBILE6.2 runs. February 2010. 4.1.3 Dispersion Modeling The hot-spot analysis was performed using the EPA CAL3QHC Version 2.0 air quality dispersion model. The model was developed to predict pollutant concentrations near roadway intersections and is the recommended model for carbon monoxide hot-spot analyses. CO levels in the project area were estimated for the selected intersection resulting from the screening analysis for the “with and without” project alternatives for the 2028 horizon year. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 29 August 2010 Different emission rates occur when vehicles are stopped (idling), accelerating, decelerating and moving a different average speeds. CAL3QHC simplifies these different emission rates into the following two components: (1) Emissions when vehicles are stopped (idling) during the red phase of a signalized intersection. (2) Emissions when vehicles are in motion during the green phase of a signalized intersection. A complete description of the model can be found in the User’s Guide. There are a number of inputs required to execute the CAL3QHC model which are described briefly below. 4.1.3.1 • • • • • Site Variables Averaging time: the most common value is 60 minutes, since most predictions are performed for a one hour period. Surface roughness length: should be selected from the CAL3QHC model’s recommended values for various land uses. The land use used in the traffic analysis was City land use, office. The corresponding surface roughness is 175.00 cm. Settling velocity: is set to zero Deposition velocity: is set to zero Scale conversion factor: if units are in feet, enter 0.3048 4.1.3.2 Receptor Locations The locations at which concentrations are estimated are known as receptors. The CAL3QHC User’s Guide calls for receptors to be located along a queue where the general public is likely to have access. Receptors should not be located within 3 meters of the traveled roadways, where vehicle turbulence does not allow current models to make valid concentration estimates. Receptors should be placed at a height of 1.8 meters. Receptors should be placed on both sides of the road near the corner and at mid-block for each approach and departure at the intersection. It is recommended that receptors be located at 25 m and 50 m from the intersection corner. Receptors should not be located within median strips of roadway or within intersections or crosswalks. For the CAL3QHC modeling, a receptor was placed at each corner of each intersection according to the Guideline. Additional receptors were placed at 25 and 50 m in each direction on each side of the roadway. Four additional receptors were placed within each corner quadrant for screening purposes, regardless of building locations. If an elevated carbon monoxide concentration is modeled, additional receptors will be located within the quadrant. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 30 August 2010 4.1.3.3 Link Data Free flow links are defined as straight segments of roadway that have a constant width, height, traffic volume, travel speed and vehicle emission factor. The location of the link is specified by its end point coordinates. A new link must be coded when there is a change. Free flow links were estimated for each turning, approach, and departure lanes from the center of the intersection (0,0). The guidance indicates that a maximum of 300 m (~985 feet) is sufficient for the length of a free-flow link. The link width is defined as the width of the traveled roadway (lanes of moving traffic) plus 3 m (10 feet) on each side to account for the dispersion of the plume generated by the wake of moving vehicles. Queue links are defined as straight segments of roadway with a constant width and emission source, on which vehicles are idling for a specified period of time. The location of a link is determined by its beginning point and an arbitrary end point which is used to specify the direction of the queue. The actual length of the queue is estimated by the CAL3QHC program based on the traffic volume and capacity of the approach. Queue links were estimated for each turning and approach lanes from the stop line. The link width is determined by the width of the lanes on which vehicles are idling. Three meters are not added on each side since vehicles are not moving and no wake is generated. The number of travel lanes must also be defined for queue links; these were obtained from the intersection geometries. The origin for each intersection is located in the center of the intersection with positive xaxis aligned due east and y-axis aligned due north. Since the intersection is “at-grade” and remains as such with the proposed build alternatives, the source height is zero feet. Additional traffic variables are required for the model. This data was obtained from the HDR/Grijalva Engineering SYNCHRO modeling for the PM peak hour (see Appendix C). Note that transportation analysis year 2015 is used as a worst-case surrogate for air quality analysis year 2028 (per “METRO” version of the regional transportation modeling, which in most cases results in higher PM Peak LOS and PM Peak Volumes). • • • Traffic volumes for each link in vehicles per hour. Departure volumes are not readily available, but were calculated from the Synchro data. For example, a northbound departure is calculated as follows: northbound through volume plus westbound right turn volume plus eastbound left turn volume. Average signal cycle length. Average red time length for each approach is calculated using signal timing data from the Synchro reports. Red time for an approach is calculated by subtracting the green time for that approach from the total cycle length. This represents a worst-case assumption because vehicles are not assumed to proceed through the Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 31 August 2010 • • • • intersection during the yellow phase, permissive left turns on red from one-way streets and permissive right turns on red at an intersection. Clearance lost time (portion of the yellow phase that is not used by motorists) is set to the default of 2 seconds per the CAL3QHC guidance. Saturation flow rate (vehicles per hour of effective green time) for the protected scenario. Traffic signal type is actuated for the intersection analyzed. Arrival type of vehicle platoon is set to an average progression which reflects random arrivals. 4.1.3.4 Meteorological Variables The transport and concentration of pollutants emitted from motor vehicles are influenced by meteorological factors summarized below. The values for these parameters were chosen to maximize pollutant concentrations at each predictions site (i.e., to establish a conservative, worst-case situation). • • • • Wind speed: CO concentrations are greatest at low wind speeds. A worst-case wind speed of one meter per second (2.2 miles per hour) was used to predict CO concentrations during peak traffic periods. Wind direction: Maximum CO concentrations are normally found when the wind is assumed to blow parallel to a roadway adjacent to the receptor location. At complex intersections, however, it is difficult to predict which wind angle will result in maximum concentrations. At each receptor location therefore, the approximate wind angle that would result in maximum pollutant concentrations was used in the analysis. All wind angles from 0 to 350 degrees (in 10 degree increments) were considered. Stability class: the atmospheric stability class that should be used for intersection analyses varies by the urban/rural nature of the area surrounding the intersection. The recommended stability class for urban areas is D (4). Mixing height: a mixing height (the height in the atmosphere to which pollutants will rise) of 1000 m should be used for all 1-hour and 8-hour estimates. Three CAL3QHC runs were executed to estimate the highest 1-hour CO concentration for each intersection for the 2028 analysis year: No-Build Alternative (without project) and Build Alternative, 2-Lane and 4-Lane Options (see Table 9). Again, the CO hot-spot analysis was performed for the PM peak traffic period assuming worst-case parameters. This is the period when the greatest air quality effects of the proposed project are expected. Appendix D contains the CAL3QHC output files; the output provides a summary of all input variables and model results. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 32 August 2010 TABLE 9. 2028 1-HOUR HIGHEST CO CONCENTRATION (PPM)1 Intersection Street Broadway Rd. Main St. University Dr. Main St. Main St. Cross Street Alma School Rd. Alma School Rd. Country Club Dr. Country Club Dr. Mesa Dr. No-Build Alternative Build Alternative, 2Lane Option Build Alternative, 4Lane Option 1.80 1.30 1.30 1.40 1.00 1.80 1.30 1.20 1.00 0.90 1.70 1.20 1.30 1.00 1.20 1Does not include background CO concentrations. Source: CAC CAL3QHC runs. March 2010. 4.1.4 Persistence Factor The persistence factor is the relationship between 1-hour and 8-hour traffic volumes and meteorological conditions. Monitoring data is not readily available to determine the persistence factor; therefore, the default value of 0.7 was used to convert from peak 1-hour concentration to a peak 8-hour concentration. The default factor is a reasonably conservative persistence factor based on studies of monitoring data throughout many regions of the country. Peak 8-hour concentrations of CO were obtained by multiplying the highest peak 1-hour CO estimates by 0.7. TABLE 10. 2028 8-HOUR HIGHEST CO CONCENTRATION (PPM)1 Intersection Street Broadway Rd. Main St. University Dr. Main St. Main St. No-Build Alternative Build Alternative, 2Lane Option Build Alternative, 4Lane Option 1.26 0.91 0.91 0.98 0.70 1.26 0.91 0.84 0.70 0.63 1.19 0.84 0.91 0.70 0.84 Cross Street Alma School Rd. Alma School Rd. Country Club Dr. Country Club Dr. Mesa Dr. 1Does not include background CO concentrations. Source: CAC Calculations. March 2010. 4.1.5 Background Concentrations For project analysis, the Guideline indicates that background concentrations should be determined using local monitoring data. The background concentration should be obtained from a representative background monitoring site not affected by the intersection of interest. Background monitored data should be adjusted for the future. This is accomplished by multiplying the present CO background by the ratio of the future MOBILE CO emission factor to the current MOBILE CO emission factor and multiplying by the ratio of future to current traffic. Air quality monitoring in the project area was provided in Section 2.3. The Mesa Air Monitoring Site is used to calculate the background concentration because it recorded the highest neighborhood CO values. The maximum 8-hour CO concentration is 2.8 ppm. The MOBILE 6.2 input files were adjusted to produce a 2009 composite emission factor using Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 33 August 2010 the methodology described above for the emission estimates (output files included in Appendix B). The ratio of the 2028 emission factor to 2009 emission factor was calculated and averaged for the seven travel speeds resulting in a ratio of 0.67. The ratio of future to current traffic was estimated using the regional average weekday vehicle miles of travel documented in Table 3-1 in the MAG 2007 Conformity Analysis which results in a ratio of 1.71. The resulting 8-hour background concentration is 3.21 ppm. 4.2 IMPACTS Project-level modeling is used to predict CO concentrations resulting from emissions from motor vehicles using roadways immediately adjacent to the location at which predictions are being made. A CO “background” level must be added to this value to account for CO entering the area from other sources upwind of the receptors. TABLE 11. 2028 TOTAL 8-HOUR CO CONCENTRATIONS (PPM)1,2 Intersection Street Broadway Rd. Main St. University Dr. Main St. Main St. Cross Street Alma School Rd. Alma School Rd. Country Club Dr. Country Club Dr. Mesa Dr. No-Build Alternative Build Alternative, 2Lane Option Build Alternative, 4Lane Option 4.47 4.12 4.12 4.19 3.91 4.47 4.12 4.05 3.91 3.84 4.40 4.05 4.12 3.91 4.05 1 Total 8-hour concentration = 8-hour highest CO concentration (Table 10) + background concentration (3.21 ppm). NAAQS for 8-hour CO Concentration = 9 ppm. Source: CAC calculations. March 2010. 2 As documented in Chapter 2, the NAAQS for carbon monoxide is 9 parts per million for the 8-hour average. Total concentrations are estimated for the five intersections that meet the screening criteria. The estimated total concentrations in 2028 for both Build Alternative, 2Lane and 4-Lane Options are approximately 50 percent below the standard. In accordance with EPA guidance, since the selected intersections with the worst LOS and highest traffic volumes do not show exceedances of the CO standard, it is assumed that the Central Mesa LRT Extension, including park-and-ride facilities, will not result in any exceedances. 4.3 MITIGATION As previously indicated, additional control measures (beyond those assumed in the regional analysis) were not included in the hot-spot analysis. The impacts estimated for the Central Mesa LRT Extension project, including park-and-ride facilities, do not indicate an exceedance of the CO standard; therefore, no mitigation is necessary. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 34 August 2010 5.0 POTENTIAL CONSTRUCTION IMPACTS AND MITIGATION Construction activities associated with the project would produce air pollutants from two types of sources: exhaust emissions from construction equipment and fugitive dust emissions associated with clearing and grading of the project site. The emissions associated with construction activities are of short-term duration and will cease when the project is built. 5.1 IMPACTS 5.1.1 Regional Analysis Section 93.122(e)(2) of the federal conformity rule requires that PM-10 from constructionrelated fugitive dust be included in the regional PM-10 emissions analysis, if it is identified as a contributor to the nonattainment problem in a PM-10 implementation plan. The motor vehicle emissions budget established in the MAG 2007 Five Percent Plan for PM-10 includes regional reentrained dust from road construction. Therefore, emissions from road construction are included as part of the PM-10 estimates developed for the 2007 conformity analysis. 5.1.2 Hot-Spot Analysis According to Section 93.123(c)(5) of the Federal Transportation Conformity Rule, CO and PM-10 hot-spot analyses are not required to consider construction-related activities which cause temporary increases in emissions. Temporary increases are defined as those which occur only during the construction phase and last five years or less at any individual site. The Central Mesa LRT Extension construction period would be less than five years (via email from Jerri Horst 8/14/09). Consequently, the construction-related activities are considered temporary and do not require further analysis. 5.2 MITIGATION Maricopa County Air Quality Department (MCAQD) Rule 310 will be applicable to the project. Under the MCAQD Rule 310, a dust control plan is required during the project construction phase. The dust control plan will include control measures to be implemented at the project site and/or in transit to and from the project site for the earth moving and/or dust generating operation. By implementing the requirements under the MCAQD Rule 310, the air quality impacts due to the project should be substantially reduced. As a result, air quality is not anticipated to be adversely affected during the construction phase of the proposed project after implementation of the required control measures. Potential control measures that may be implemented at the construction site include, but are not limited to, the following: Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 35 August 2010 • • • Site Preparation Minimize land disturbance; Use watering trucks to minimize dust; Cover trucks when hauling dirt; Stabilize the surface of dirt piles if not removed immediately; Use windbreaks to prevent any accidental dust pollution; Limit vehicular paths and stabilize these temporary roads; and Pave all unpaved construction roads and parking areas to road grade for a length no less than 50 feet where such roads and parking areas exit the construction site to prevent dirt from washing onto paved roadways. Construction Cover trucks when transferring materials; Use dust suppressants on traveled paths which are not paved; Minimize unnecessary vehicular and machinery activities; and Minimize dirt track-out by washing or cleaning trucks before leaving the construction site (alternative to this strategy is to pave a few hundred feet of the exit road, just before entering the public road). Post Construction Revegetate any disturbed land not used; Remove unused material; Remove dirt piles; and Revegetate all vehicular paths created during construction to avoid future offroad vehicular activities. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 36 August 2010 6.0 CUMULATIVE IMPACTS 6.1 IMPACTS The Central Mesa LRT Extension project is located in Maricopa County; portions of which are designated nonattainment for 8-hour ozone and PM-10 and maintenance for carbon monoxide. The Clean Air Act requires that Federal agencies and Metropolitan Planning Organizations (MPOs) not approve any transportation project, program, or plan which does not conform with the approved State Implementation Plan (SIP). The Federal Transportation Conformity Rule requires that FHWA/FTA projects must be found to conform before they are adopted, accepted, approved, or funded. The rule requires both regional and projectlevel hot-spot analyses. Regional Analysis: The Central Mesa LRT Extension project, including park-and-ride facilities, is included in the FY 2008-2012 MAG Transportation Improvement Program (TIP) and Regional Transportation Plan - 2007 Update (RTP) and corresponding 2007 Conformity Analysis. PM-10 from road construction-related fugitive dust was included in the regional PM-10 emissions analysis. Hot-Spot Analysis: The Central Mesa LRT Extension project, including park-and-ride facilities, was screened for both carbon monoxide and PM-10. The carbon monoxide screening resulted in detailed intersection analysis which demonstrated that the estimated total concentrations for the project are approximately 50 percent below the standard. The PM-10 screening documented that the project was determined NOT to be a Project of Air Quality Concern; therefore, no further PM-10 analysis was necessary. Constructionrelated activities were not included in the hot-spot analysis because the construction period is less than five years and considered temporary under the Federal Transportation Conformity Rule. Both the regional and hot-spot analyses comply with the Federal Transportation Rule and indicates that the Central Mesa LRT Extension project, including park-and-ride facilities, will not (i) cause or contribute to any new violation of any standard in any area; (ii) increase the frequency or severity of any existing violation of any standard in any area; or (iii) delay timely attainment of any standard or any required interim emission reductions or other milestones in any area. This Air Quality Report was provided to the Maricopa Association of Governments (MAG) for review. Minor editorial comments were received from MAG and have been addressed accordingly. A comment and response form is contained in Appendix E. Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 37 August 2010 7.0 BIBLIOGRAPHY ADEQ. 2008 Air Quality Annual Report. Available Online at http://www.azdeq.gov/function/forms/reports.html Clean Air Act, as amended November 15, 1990. (42 U. S. C. Section 7401 et seq.) November 15, 1990. EPA. Guideline on Air Quality Models. November 2005. FR Vol. 70. No. 216. p. 68218 Available Online at http://www.epa.gov/scram001/guidance/guide/appw_05.pdf EPA. Guideline for Modeling Carbon Monoxide from Roadway Intersections. November 1992. Available Online at http://www.epa.gov/scram001/guidance/guide/coguide.pdf EPA. MOBILE 6 Vehicle Emissions Modeling Software. Available Online at http://www.epa.gov/otaq/m6.htm Includes links to User’s Guide, Policy Guidance, etc. EPA. National Ambient Air Quality Standards (NAAQS). Available Online at http://epa.gov/air/criteria.html EPA. Transportation Conformity Final Rule: PM-2.5 and PM-10 Hot-Spot Analyses in Project-Level Transportation Conformity Determinations for the PM-2.5 and PM-10 National Ambient Air Quality Standards. March 10, 2006. Available Online at http://www.epa.gov/otaq/stateresources/transconf/conf-regs-PMhotspot.htm EPA. User’s Guide to CAL3QHC Version 2.0: A Modeling Methodology for Predicting Pollutant Concentrations Near Roadway Intersections. September 1995. Available Online at http://www.epa.gov/scram001/dispersion_prefrec.htm#cal3qhc FHWA. Complete Transportation Conformity Regulations that Incorporate the March 10, 2006 Final Rule and all previous rulemakings. Available Online at http://www.epa.gov/otaq/stateresources/transconf/regs/2006compl-regs.pdf FHWA & EPA. Transportation Conformity Guidance for Qualitative Hot-spot Analyses in PM-2.5 and PM-10 Nonattainment and Maintenance Areas. March 2006. Available Online at http://www.epa.gov/otaq/stateresources/transconf/policy/420b06902.pdf Maricopa Association of Governments. Carbon Monoxide Redesignation Request and Maintenance Plan for the Maricopa County Nonattainment Area. May 2003. Maricopa Association of Governments. 2007 MAG Conformity Analysis for the FY20082012 MAG Transportation Improvement Program and the MAG Regional Transportation Plan – 2007 Update. July 2007. Available Online at http://www.mag.maricopa.gov/project.cms?item=131 Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 38 August 2010 Maricopa Association of Governments. MAG 2007 Five Percent Plan for PM-10 for the Maricopa County Nonattainment Area. December 2007. Available Online at http://www.mag.maricopa.gov/detail.cms?item=8072 Maricopa County Air Quality Department. 2008 Air Monitoring Network Review. Available Online at http://www.maricopa.gov/aq/divisions/monitoring/network.aspx Maricopa County Air Quality Department. Rule 310 – Fugitive Dust. Adopted April 7, 2004. Available Online at http://www.maricopa.gov/aq/RULES/docs/310-0404.pdf Central Mesa LRT Extension Draft Environmental Assessment Air Quality Technical Report Page 39 August 2010 Appendix A. Intersection Geometry The following figures are included: • • • • • Broadway Rd. & Alma School Rd: No-Build Alternative; Build Alternative, 2-Lane and 4-Lane Options are the same as No-Build; therefore, no additional figures included Main St. & Alma School Rd: No-Build Alternative; Build Alternative, 2-Lane and 4Lane Options are the same as No-Build; therefore, no additional figure included University Dr. & Country Club Dr.: No-Build Alternative; Build Alternative, 2-Lane and 4-Lane Options are the same as No-Build; therefore, no additional figures included) Main St. & Country Club Dr.: No-Build Alternative; Build Alternative, 2-Lane Option; and Build Alternative, 4-Lane Option Main St. & Mesa Dr.: No-Build Alternative; Build Alternative, 2-Lane Option; and Build Alternative, 4-Lane Option Future Broadway Road and Alma School Road Main Street and Alma School Road No-Build Alternative Main Street and Alma School Road Build Alternative, 2-lane and 4-lane Options Future University Drive and Country Club Drive Main Street and Country Club Drive No-Build Alternative Main Street and Country Club Drive Build Alternative, 2-Lane Option Main Street and Country Club Drive Build Alternative, 4-Lane Option Main Street and Mesa Drive No-Build Alternative Main Street and Mesa Drive Build Alternative, 2-Lane Option Main Street and Mesa Drive Build Alternative, 4-Lane Option Appendix B. MOBILE 6.2 Output Files *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: MESAC28.IN (file 1, run 1). * *************************************************************************** * Reading non-default I/M CUTPOINTS from the following external * data file: CUTPNT18.D * Reading Registration Distributions from the following external * data file: 06REG29.D M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M614 Comment: User supplied diesel sale fractions. 1 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 1. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 2.5 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. *** I/M credits for Tech1&2 vehicles were read from the following external data file: TECH12.D M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 12.70 13.90 14.41 14.04 29.53 1.840 1.080 0.986 82.22 13.261 ---------------------------------------------------------------------------------------------------------------------- 2 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 2. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 15.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 6.23 6.63 6.66 6.64 11.03 0.874 0.497 0.400 17.65 6.126 ---------------------------------------------------------------------------------------------------------------------- 3 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 3. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 20.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 5.96 6.30 6.31 6.30 8.19 0.713 0.399 0.302 14.13 5.724 ---------------------------------------------------------------------------------------------------------------------- 4 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 4. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 25.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 5.80 6.11 6.11 6.11 6.43 0.608 0.336 0.239 11.98 5.490 ---------------------------------------------------------------------------------------------------------------------- 5 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 5. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 5.75 6.06 6.05 6.06 5.33 0.540 0.295 0.198 10.42 5.394 ---------------------------------------------------------------------------------------------------------------------- 6 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 6. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 35.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 5.78 6.10 6.09 6.10 4.67 0.496 0.269 0.171 9.26 5.393 ---------------------------------------------------------------------------------------------------------------------- 7 *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: MESA28N.IN (file 1, run 1). * *************************************************************************** * Reading Registration Distributions from the following external * data file: 06REG29.D M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M614 Comment: User supplied diesel sale fractions. 8 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 1. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 2.5 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 18.17 19.15 20.05 19.41 32.45 1.840 1.080 0.986 82.22 18.019 ---------------------------------------------------------------------------------------------------------------------- 9 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 2. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 15.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 7.83 8.36 8.53 8.41 12.13 0.874 0.497 0.400 17.65 7.642 ---------------------------------------------------------------------------------------------------------------------- 10 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 3. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 20.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 7.36 7.85 7.99 7.89 9.01 0.713 0.399 0.302 14.13 7.071 ---------------------------------------------------------------------------------------------------------------------- 11 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 4. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 25.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 7.10 7.57 7.69 7.60 7.07 0.608 0.336 0.239 11.98 6.744 ---------------------------------------------------------------------------------------------------------------------- 12 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 5. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 6.99 7.46 7.57 7.49 5.86 0.540 0.295 0.198 10.42 6.594 ---------------------------------------------------------------------------------------------------------------------- 13 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 6. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 35.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2029 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.2768 0.4190 0.1656 0.0365 0.0002 0.0025 0.0950 0.0044 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 7.01 7.49 7.60 7.52 5.13 0.496 0.269 0.171 9.26 6.583 ---------------------------------------------------------------------------------------------------------------------- 14 *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: MESAC09.IN (file 1, run 1). * *************************************************************************** * Reading non-default I/M CUTPOINTS from the following external * data file: CUTPNT18.D * Reading Registration Distributions from the following external * data file: 06REG29.D M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M614 Comment: User supplied diesel sale fractions. 15 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 1. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 2.5 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. *** I/M credits for Tech1&2 vehicles were read from the following external data file: TECH12.D M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 18.25 22.62 24.69 23.21 30.37 2.662 1.958 6.089 82.22 20.345 ---------------------------------------------------------------------------------------------------------------------- 16 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 2. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 15.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 8.23 10.64 10.89 10.71 11.35 1.277 0.928 2.473 17.65 9.101 ---------------------------------------------------------------------------------------------------------------------- 17 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 3. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 20.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 7.83 10.14 10.32 10.19 8.43 1.045 0.755 1.868 14.13 8.513 ---------------------------------------------------------------------------------------------------------------------- 18 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 4. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 25.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 7.61 9.87 10.02 9.91 6.61 0.895 0.643 1.476 11.98 8.183 ---------------------------------------------------------------------------------------------------------------------- 19 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 5. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 7.54 9.77 9.91 9.81 5.48 0.798 0.571 1.221 10.42 8.034 ---------------------------------------------------------------------------------------------------------------------- 20 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 6. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 35.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: Yes Yes Yes No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 7.59 9.84 9.98 9.88 4.80 0.735 0.524 1.057 9.26 8.044 ---------------------------------------------------------------------------------------------------------------------- 21 *************************************************************************** * MOBILE6.2.03 (24-Sep-2003) * * Input file: MESA09N.IN (file 1, run 1). * *************************************************************************** * Reading Registration Distributions from the following external * data file: 06REG29.D M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M 49 Warning: 1.00 MYR sum not = 1. (will normalize) M614 Comment: User supplied diesel sale fractions. 22 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 1. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 2.5 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 25.74 29.79 32.11 30.45 33.54 2.662 1.958 6.089 82.22 26.800 ---------------------------------------------------------------------------------------------------------------------- 23 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 2. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 15.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 10.36 12.87 13.15 12.95 12.53 1.277 0.928 2.473 17.65 11.036 ---------------------------------------------------------------------------------------------------------------------- 24 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 3. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 20.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 9.71 12.12 12.33 12.18 9.31 1.045 0.755 1.868 14.13 10.223 ---------------------------------------------------------------------------------------------------------------------- 25 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 4. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 25.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 9.35 11.72 11.89 11.77 7.30 0.895 0.643 1.476 11.98 9.770 ---------------------------------------------------------------------------------------------------------------------- 26 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 5. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 30.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 9.20 11.54 11.70 11.59 6.06 0.798 0.571 1.221 10.42 9.548 ---------------------------------------------------------------------------------------------------------------------- 27 * * * * # # # # # # # # # # # # # # # # # # # # # # # # # I/M Scenario File 1, Run 1, Scenario 6. # # # # # # # # # # # # # # # # # # # # # # # # # M583 Warning: The user supplied arterial average speed of 35.0 will be used for all hours of the day. 100% of VMT has been assigned to the arterial/collector roadway type for all hours of the day and all vehicle types. M616 Comment: User has supplied post-1999 sulfur levels. User supplied gasoline sulfur content = 30.0 ppm. M 48 Warning: there are no sales for vehicle class HDGV8b M 48 Warning: there are no sales for vehicle class LDDT12 Calendar Year: Month: Altitude: Minimum Temperature: Maximum Temperature: Absolute Humidity: Nominal Fuel RVP: Weathered RVP: Fuel Sulfur Content: 2010 Jan. Low 36.6 66.7 75. 9.0 9.0 30. Exhaust I/M Program: Evap I/M Program: ATP Program: Reformulated Gas: No No No No Ether Blend Market Share: 0.000 Ether Blend Oxygen Content: 0.000 Vehicle Type: GVWR: (F) (F) grains/lb psi psi ppm Alcohol Blend Market Share: 1.000 Alcohol Blend Oxygen Content: 0.035 Alcohol Blend RVP Waiver: No LDGV LDGT12 LDGT34 LDGT HDGV LDDV LDDT HDDV MC All Veh <6000 >6000 (All) --------------------------------------------------VMT Distribution: 0.3512 0.3671 0.1451 0.0359 0.0003 0.0022 0.0935 0.0047 1.0000 ---------------------------------------------------------------------------------------------------------------------Composite Emission Factors (g/mi): Composite CO : 9.23 11.60 11.75 11.64 5.30 0.735 0.524 1.057 9.26 9.540 ---------------------------------------------------------------------------------------------------------------------- 28 Appendix C. SYNCHRO Files The following reports are included: • • • • • Broadway Rd. & Alma School Rd: 2015 No-Build Alternative, Build Alternative, 2Lane Option, and Build Alternative, 4-Lane Option Main St. & Alma School Rd: 2015 No-Build Alternative, Build Alternative,2-Lane Option, and Build Alternative,4-Lane Option University Dr. & Country Club Dr.: 2015 No-Build Alternative, Build Alternative,2Lane Option, and Build Alternative,4-Lane Option Main St. & Country Club Dr.: 2015 No-Build Alternative, Build Alternative,2-Lane Option, and Build Alternative,4-Lane Option Main St. & Mesa Dr.: 2015 No-Build Alternative, Build Alternative,2-Lane Option, and Build Alternative,4-Lane Option Lanes, Volumes, Timings 33: Broadway Rd & Alma School Rd Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 349 1900 300 2 0 0.97 1503 1900 268 1900 250 1 0 1.00 339 1900 300 2 0 0.97 714 1900 208 1900 0 0 0 0.91 136 1900 375 2 0 0.97 0.99 896 1900 198 1900 200 1 0 1.00 0.91 0.850 403 1900 400 2 0 0.97 0.98 1329 1900 211 1900 0 0 0 0.91 0.91 0.850 0.950 3433 0.950 3433 5085 1583 5085 1583 Yes 104 0.91 0.966 0.950 3433 0.950 3433 4912 0 4912 0 Yes 0.950 3433 0.950 3405 59 30 1060 24.1 30 560 12.7 0.92 1634 0.92 291 0.92 368 0.92 776 0.92 226 49 0.92 148 379 No Left 1634 No Left 24 0 16 291 No Right 368 No Left 1002 No Left 24 0 16 0 No Right 148 No Left 1.00 15 0 1.00 1.00 9 0 1.00 15 0 1.00 1.00 9 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 Perm Prot 5 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 Prot 1 MesaExt_2015 PM Peak No Build HDR INC., 6 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 5085 1583 5085 1434 Yes 214 0.950 3433 0.950 3358 0.91 0.99 0.979 4914 0 4914 0 Yes 28 40 1734 29.6 40 768 13.1 0.92 379 2 Thru 100 0 0 6 Cl+Ex 0.91 49 0.92 215 49 0.92 438 974 No Left 24 0 16 215 No Right 438 No Left 1674 No Left 24 0 16 0 No Right 1.00 15 0 1.00 1.00 15 0 1.00 1.00 9 0 1.00 9 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Prot 3 Perm 8 Prot 7 4 0.92 974 0.92 1445 49 0.92 229 0 0.0 2 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 33: Broadway Rd & Alma School Rd Lane Group Permitted Phases Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) EBL EBT 1 6 EBR 6 6 5.0 4.0 4.0 10.0 30.5 30.5 24.0 45.0 45.0 20.0% 37.5% 37.5% 19.0 38.5 38.5 4.0 4.5 4.5 1.0 2.0 2.0 0.0 0.0 0.0 5.0 6.5 6.5 Lead Lag Lag Yes Yes Yes 3.0 3.0 3.0 None C-Max C-Max 4.0 4.0 20.0 20.0 0 0 17.3 38.5 38.5 0.14 0.32 0.32 0.76 1.00 0.50 60.0 63.6 24.1 0.0 0.0 0.0 60.0 63.6 24.1 E E C 58.0 E 19.0 38.5 38.5 Max Coord Coord 19.0 38.5 38.5 Max Coord Coord 18.4 38.5 38.5 Gap Coord Coord 16.5 38.5 38.5 Gap Coord Coord 13.7 38.5 38.5 Gap Coord Coord 329 1363 140 9 41 5 655 2874 322 127 559 63 152 666 75 0 0 0 145 ~464 115 198 #579 203 480 300 250 544 1631 579 MesaExt_2015 PM Peak No Build HDR INC., 2/5/2010 WBL WBT 5 WBR NBL NBT 2 3 8 5.0 4.0 10.0 33.0 17.0 38.0 14.2% 31.7% 12.0 31.5 4.0 4.5 1.0 2.0 0.0 0.0 5.0 6.5 Lead Lag Yes Yes 3.0 3.0 None C-Max 4.0 20.0 0 12.0 33.2 0.10 0.28 1.07 0.72 120.1 40.4 0.0 0.0 120.1 40.4 F D 61.8 E 12.0 31.5 Max Coord 12.0 31.5 Max Coord 12.0 32.1 Max Coord 12.0 34.0 Max Coord 12.0 36.8 Max Coord 290 770 13 19 887 1361 173 265 206 315 0 0 ~162 245 #261 300 980 300 343 1401 5.0 10.0 10.0 8.3% 5.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 10.0 27.0 35.0 29.2% 29.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 17.0 0 29.4 0.24 0.78 47.6 0.0 47.6 D 51.5 D 29.0 Max 29.0 Max 29.0 Max 29.0 Hold 31.0 Hold 818 21 1495 291 347 36 260 314 688 0.0 0.0% 0.0 4.0 5.0 0.04 1.03 140.6 0.0 140.6 F 5.0 Max 5.0 Max 5.0 Max 5.0 Max 5.0 Max 113 6 399 78 93 0 ~63 #133 375 143 1246 NBR 8 8 SBL SBT 7 4 10.0 27.0 35.0 29.2% 29.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 17.0 0 29.4 0.24 0.42 7.6 0.0 7.6 A 5.0 10.0 23.0 19.2% 18.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 29.0 Max 29.0 Max 29.0 Max 29.0 Hold 31.0 Hold 23 2 109 21 25 0 1 63 18.0 Max 18.0 Max 18.0 Max 18.0 Max 16.0 Gap 374 14 981 191 227 0 172 #254 10.0 27.5 48.0 40.0% 42.5 3.5 2.0 0.0 5.5 Lag Yes 3.0 Ped 4.0 17.0 0 42.5 0.35 0.95 50.2 0.0 50.2 D 54.0 D 42.5 Max 42.5 Max 42.5 Max 42.5 Max 42.5 Max 1381 47 3315 645 768 62 453 #561 1654 200 513 400 515 17.6 0.15 0.87 68.5 0.0 68.5 E SBR 0.0 0.0% 0.0 4.0 1758 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 33: Broadway Rd & Alma School Rd Lane Group Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 0 0 0 0.70 EBT 0 0 0 1.00 EBR 0 0 0 0.50 2/5/2010 WBL 0 0 0 1.07 WBT 0 0 0 0.72 WBR NBL 0 0 0 1.03 NBT 0 0 0 0.78 NBR 0 0 0 0.42 SBL 0 0 0 0.85 SBT 0 0 0 0.95 SBR Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 115 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.07 Intersection Signal Delay: 56.3 Intersection LOS: E Intersection Capacity Utilization 92.1% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 33: Broadway Rd & Alma School Rd MesaExt_2015 PM Peak No Build HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 45: Broadway Rd & Alma School Rd Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases Permitted Phases Detector Phase 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 339 1900 300 2 25 0.97 1444 1900 300 1900 250 1 25 1.00 0.850 289 1900 300 2 25 0.97 725 1900 264 1900 0 0 25 0.91 120 1900 375 2 25 0.97 889 1900 213 1900 200 1 25 1.00 0.850 425 1900 400 2 25 0.97 1349 1900 224 1900 0 0 25 0.91 0.950 3433 0.950 3433 0.92 368 0.91 5085 1583 5085 1583 Yes 114 40 565 9.6 0.92 1570 0.950 3433 0.950 3433 0.92 326 0.92 314 0.91 0.960 4882 0 4882 0 Yes 78 40 554 9.4 0.92 788 0.950 3433 0.950 3433 0.92 287 0.92 130 0.91 5085 1583 5085 1583 Yes 181 40 707 12.1 0.92 966 0.950 3433 0.950 3433 0.92 232 0.92 462 0.91 0.979 4979 0 4979 0 Yes 28 40 1323 22.6 0.92 1466 0.92 243 368 No Left 1570 No Left 24 0 16 326 No Right 314 No Left 1075 No Left 24 0 16 0 No Right 130 No Left 966 No Left 24 0 16 232 No Right 462 No Left 1709 No Left 24 0 16 0 No Right 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1 Right 20 0 0 20 Cl+Ex 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1 Right 20 0 0 20 Cl+Ex 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm Prot 5 Perm Prot 7 4 7 4 0.0 0.0 0.0 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 Prot 1 1 MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., 0.0 0.0 0.0 94 6 Cl+Ex 0.0 0.0 0.0 0.0 6 6 2 Thru 100 0 0 6 Cl+Ex 6 6 5 2 2 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 Prot 3 3 0.0 0.0 0.0 94 6 Cl+Ex 0.0 8 8 2 Thru 100 0 0 6 Cl+Ex 8 8 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 45: Broadway Rd & Alma School Rd Lane Group Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn EBL EBT EBR 5.0 4.0 4.0 10.0 30.0 30.0 23.0 50.0 50.0 19.2% 41.7% 41.7% 18.0 44.0 44.0 4.0 4.0 4.0 1.0 2.0 2.0 0.0 0.0 0.0 5.0 6.0 6.0 Lead Lag Lag Yes Yes Yes 3.0 3.0 3.0 None C-Max C-Max 4.0 4.0 20.0 20.0 0 0 16.7 44.0 44.0 0.14 0.37 0.37 0.77 0.84 0.50 61.2 39.9 21.6 0.0 0.0 0.0 61.2 39.9 21.6 E D C 40.7 D 18.0 44.0 44.0 Max Coord Coord 18.0 44.0 44.0 Max Coord Coord 18.0 44.0 44.0 Max Coord Coord 16.1 44.0 44.0 Gap Coord Coord 13.4 44.0 44.0 Gap Coord Coord 321 1287 151 9 33 5 655 2315 345 128 450 67 152 537 80 0 60 0 141 404 124 194 468 213 485 300 250 515 1865 653 0 0 0 0 0 0 MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., 2/5/2010 WBL WBT 5.0 4.0 10.0 30.0 15.0 42.0 12.5% 35.0% 10.0 36.0 4.0 4.0 1.0 2.0 0.0 0.0 5.0 6.0 Lead Lag Yes Yes 3.0 3.0 None C-Max 4.0 20.0 0 10.0 37.3 0.08 0.31 1.10 0.68 132.6 36.3 0.0 0.0 132.6 36.3 F D 58.1 E 10.0 36.0 Max Coord 10.0 36.0 Max Coord 10.0 36.0 Max Coord 10.0 37.9 Max Coord 10.0 40.6 Max Coord 244 790 12 21 829 1459 161 284 192 338 0 41 ~142 252 #236 305 474 300 286 1571 0 0 0 0 WBR 0.0 0.0% 0.0 4.0 NBL NBT NBR SBL SBT 5.0 10.0 10.0 8.3% 5.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 10.0 27.0 32.0 26.7% 26.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 17.0 0 26.1 0.22 0.87 55.1 0.0 55.1 E 53.5 D 26.0 Max 26.0 Max 26.0 Max 26.0 Max 26.7 Hold 822 22 1560 304 362 36 267 #336 627 10.0 27.0 32.0 26.7% 26.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 17.0 0 26.1 0.22 0.48 14.1 0.0 14.1 B 5.0 10.0 23.0 19.2% 18.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 26.0 Max 26.0 Max 26.0 Max 26.0 Max 26.7 Hold 50 2 149 29 34 0 32 107 18.0 Max 18.0 Max 18.0 Max 18.0 Max 17.3 Gap 390 14 973 189 226 0 183 #276 10.0 27.0 45.0 37.5% 39.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 17.0 0 39.0 0.32 1.04 73.7 0.0 73.7 E 73.5 E 39.0 Max 39.0 Max 39.0 Max 39.0 Max 39.0 Max 1388 51 3588 698 832 61 ~520 #619 1243 200 487 0 0 400 515 0 0 5.0 0.04 0.91 111.7 0.0 111.7 F 5.0 Max 5.0 Max 5.0 Max 5.0 Max 5.0 Max 103 4 302 59 70 0 52 #114 375 143 0 0 1108 0 0 17.9 0.15 0.90 72.5 0.0 72.5 E SBR 0.0 0.0% 0.0 4.0 1637 0 0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 45: Broadway Rd & Alma School Rd Lane Group Storage Cap Reductn Reduced v/c Ratio EBL 0 0.71 EBT 0 0.84 EBR 0 0.50 2/5/2010 WBL 0 1.10 WBT 0 0.68 WBR NBL 0 0.91 NBT 0 0.87 NBR 0 0.48 SBL 0 0.90 SBT 0 1.04 SBR Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.10 Intersection Signal Delay: 56.4 Intersection LOS: E Intersection Capacity Utilization 89.7% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 45: Broadway Rd & Alma School Rd MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 46: BRoadway Rd & Alma School Rd Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases Permitted Phases Detector Phase 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 351 1900 300 2 25 0.97 1499 1900 268 1900 250 1 25 1.00 0.850 343 1900 300 2 25 0.97 708 1900 204 1900 0 0 25 0.91 135 1900 375 2 25 0.97 894 1900 199 1900 200 1 25 1.00 0.850 409 1900 400 2 25 0.97 1322 1900 211 1900 0 0 25 0.91 0.950 3433 0.950 3433 0.92 382 0.91 5085 1583 5085 1583 Yes 126 40 558 9.5 0.92 1629 0.950 3433 0.950 3433 0.92 291 0.92 373 0.91 0.966 4912 0 4912 0 Yes 60 40 554 9.4 0.92 770 0.950 3433 0.950 3433 0.92 222 0.92 147 0.91 5085 1583 5085 1583 Yes 211 40 797 13.6 0.92 972 0.950 3433 0.950 3433 0.92 216 0.92 445 0.91 0.979 4979 0 4979 0 Yes 27 40 1372 23.4 0.92 1437 0.92 229 382 No Left 1629 No Left 24 0 16 291 No Right 373 No Left 992 No Left 24 0 16 0 No Right 147 No Left 972 No Left 24 0 16 216 No Right 445 No Left 1666 No Left 24 0 16 0 No Right 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1 Right 20 0 0 20 Cl+Ex 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1 Right 20 0 0 20 Cl+Ex 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Perm Prot 5 Perm Prot 7 4 7 4 0.0 0.0 0.0 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 Prot 1 1 MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., 0.0 0.0 0.0 94 6 Cl+Ex 0.0 0.0 0.0 0.0 6 6 2 Thru 100 0 0 6 Cl+Ex 6 6 5 2 2 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 Prot 3 3 0.0 0.0 0.0 94 6 Cl+Ex 0.0 8 8 2 Thru 100 0 0 6 Cl+Ex 8 8 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 46: BRoadway Rd & Alma School Rd Lane Group Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn EBL EBT EBR 5.0 4.0 4.0 10.0 30.0 30.0 25.0 45.0 45.0 20.8% 37.5% 37.5% 20.0 39.0 39.0 4.0 4.0 4.0 1.0 2.0 2.0 0.0 0.0 0.0 5.0 6.0 6.0 Lead Lag Lag Yes Yes Yes 3.0 3.0 3.0 None C-Max C-Max 4.0 4.0 20.0 20.0 0 0 17.8 39.0 39.0 0.15 0.32 0.32 0.75 0.99 0.48 58.6 59.4 20.9 0.0 0.0 0.0 58.6 59.4 20.9 E E C 54.4 D 20.0 39.0 39.0 Max Coord Coord 20.0 39.0 39.0 Max Coord Coord 18.5 39.0 39.0 Gap Coord Coord 16.6 39.0 39.0 Gap Coord Coord 13.8 39.0 39.0 Gap Coord Coord 328 1362 122 10 44 5 725 3084 321 141 600 62 168 715 74 0 60 0 146 457 99 197 #571 185 478 300 250 572 1653 600 0 0 0 0 0 0 MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., 2/5/2010 WBL WBT 5.0 4.0 10.0 30.0 19.0 39.0 15.8% 32.5% 14.0 33.0 4.0 4.0 1.0 2.0 0.0 0.0 5.0 6.0 Lead Lag Yes Yes 3.0 3.0 None C-Max 4.0 20.0 0 14.0 35.2 0.12 0.29 0.93 0.67 83.2 37.9 0.0 0.0 83.2 37.9 F D 50.3 D 14.0 33.0 Max Coord 14.0 33.0 Max Coord 14.0 34.5 Max Coord 14.0 36.4 Max Coord 14.0 39.2 Max Coord 309 742 11 21 796 1475 155 287 184 342 0 38 150 235 #242 291 474 300 401 1484 0 0 0 0 WBR 0.0 0.0% 0.0 4.0 NBL NBT NBR SBL SBT 5.0 10.0 11.0 9.2% 6.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 10.0 27.0 33.0 27.5% 27.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 17.0 0 27.3 0.23 0.84 52.0 0.0 52.0 D 49.7 D 27.0 Max 27.0 Max 27.0 Max 27.0 Max 28.6 Hold 825 22 1566 305 363 36 265 320 717 10.0 27.0 33.0 27.5% 27.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 17.0 0 27.3 0.23 0.41 8.1 0.0 8.1 A 5.0 10.0 23.0 19.2% 18.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 27.0 Max 27.0 Max 27.0 Max 27.0 Max 28.6 Hold 26 2 116 23 27 0 3 66 18.0 Max 18.0 Max 18.0 Max 18.0 Max 16.4 Gap 378 13 931 181 216 0 175 #261 10.0 27.0 45.0 37.5% 39.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 17.0 0 39.0 0.32 1.02 66.5 0.0 66.5 E 67.2 E 39.0 Max 39.0 Max 39.0 Max 39.0 Max 39.0 Max 1365 48 3387 659 785 60 ~495 #594 1292 200 524 0 0 400 515 0 0 6.0 0.05 0.85 95.5 0.0 95.5 F 6.0 Max 6.0 Max 6.0 Max 6.0 Max 6.0 Max 120 5 317 62 73 0 59 #119 375 172 0 0 1158 0 0 17.7 0.15 0.88 69.6 0.0 69.6 E SBR 0.0 0.0% 0.0 4.0 1636 0 0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 46: BRoadway Rd & Alma School Rd Lane Group Storage Cap Reductn Reduced v/c Ratio EBL 0 0.67 EBT 0 0.99 EBR 0 0.48 2/5/2010 WBL 0 0.93 WBT 0 0.67 WBR NBL 0 0.85 NBT 0 0.84 NBR 0 0.41 SBL 0 0.86 SBT 0 1.02 SBR Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 110 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.02 Intersection Signal Delay: 56.5 Intersection LOS: E Intersection Capacity Utilization 91.5% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 46: BRoadway Rd & Alma School Rd MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 3900: Main Street & Alma School Rd Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Bus Blockages (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase Minimum Initial (s) 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 84 1900 250 1 25 1.00 0.99 613 1900 151 1900 520 1 25 1.00 0.94 0.850 267 1900 170 1 25 1.00 0.98 455 1900 114 1900 0 0 0 0.95 174 1900 155 2 25 0.97 896 1900 186 1900 0 0 0 0.91 239 1900 170 2 25 0.97 1563 1900 86 1900 0 0 0 0.91 0.950 1770 0.950 1749 0.95 3497 1583 3497 1484 Yes 172 0.950 1770 0.950 1735 0.88 6 697 3352 0 3352 0 Yes 0.950 3433 0.950 3433 27 35 319 6.2 40 1016 17.3 12 0.88 0 95 0.95 0.99 0.970 23 0.88 0 172 23 0.95 0 281 0.95 8 479 0.91 0.99 0.974 4896 0 4896 0 Yes 0.950 3433 0.950 3433 39 40 744 12.7 12 0.95 0 120 0.95 0 183 0.95 2 943 0.91 1.00 0.992 5018 0 5018 0 Yes 8 40 741 12.6 18 0.95 0 196 0.93 0 257 0.93 2 1681 17 0.93 0 92 95 No Left 697 No Left 12 0 16 172 No Right 281 No Left 599 No Left 12 0 16 0 No Right 183 No Left 1139 No Left 24 0 16 0 No Right 257 No Left 1773 No Left 24 0 16 0 No Right 1.00 15 1 1.02 1.00 15 1 1.02 1.00 9 1.00 9 1.00 9 1 1.00 15 1 1.00 1 1.00 15 1 1.00 1 1.00 9 1 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 0.0 0.0 0.0 Prot 1 0.0 0.0 0.0 0.0 0.0 0.0 Perm 0.0 0.0 0.0 Prot 5 0.0 0.0 0.0 0.0 0.0 0.0 8 0.0 0.0 0.0 Prot 7 0.0 0.0 0.0 2 0.0 0.0 0.0 Prot 3 5 2 3 8 7 4 5.0 23.0 5.0 20.0 5.0 20.0 6 1 6 6 6 5.0 23.0 23.0 MesaExt_2015 PM Peak No Build HDR INC., 1 4 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 3900: Main Street & Alma School Rd Lane Group Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 17.0 17.0 14.2% 12.0 4.0 1.0 -1.0 4.0 Lead EBT 32.0 33.0 27.5% 27.0 4.0 2.0 -2.0 4.0 Lag EBR 32.0 33.0 27.5% 27.0 4.0 2.0 -2.0 4.0 Lag 3.0 3.0 3.0 None C-Max C-Max 5.0 5.0 11.0 11.0 0 0 11.6 29.2 29.2 0.10 0.24 0.24 0.56 0.82 0.35 64.2 52.0 7.5 0.0 0.0 0.0 64.2 52.0 7.5 E D A 45.3 D 12.0 27.0 27.0 Max Coord Coord 12.0 27.0 27.0 Max Coord Coord 11.7 27.0 27.0 Gap Coord Coord 9.9 27.0 27.0 Gap Coord Coord 7.2 28.1 28.1 Gap Coord Coord 78 561 18 3 23 3 237 1621 221 46 315 43 55 376 51 0 25 0 71 270 0 124 334 52 936 250 520 192 851 491 0 0 0 0 0 0 0 0 0 0.49 0.82 0.35 MesaExt_2015 PM Peak No Build HDR INC., 2/5/2010 WBL 18.0 25.0 20.8% 20.0 4.0 1.0 -1.0 4.0 Lead WBT 33.0 41.0 34.2% 35.0 4.0 2.0 -2.0 4.0 Lag 3.0 3.0 None C-Max 5.0 11.0 0 20.8 38.4 0.17 0.32 0.92 0.55 83.1 34.6 0.0 0.0 83.1 34.6 F C 50.1 D 20.0 35.0 Max Coord 20.0 35.0 Max Coord 20.0 35.3 Max Coord 20.0 37.1 Max Coord 18.9 39.8 Gap Coord 237 439 11 18 781 1238 152 241 181 287 0 24 216 194 #377 255 239 170 310 1092 0 0 0 0 0 0 0.91 0.55 WBR 0.0 0.0% 0.0 4.0 NBL 15.0 15.0 12.5% 10.0 4.0 1.0 -1.0 4.0 Lead NBT 29.0 43.0 35.8% 37.0 4.0 2.0 -2.0 4.0 Lag 3.0 None 3.0 Max 5.0 11.0 0 40.0 0.33 0.69 36.1 0.0 36.1 D 39.6 D 37.0 MaxR 37.0 MaxR 37.0 MaxR 38.4 MaxR 40.6 MaxR 884 22 1545 301 358 45 272 326 664 10.7 0.09 0.60 61.1 0.0 61.1 E 10.0 Max 10.0 Max 10.0 Max 10.0 Max 8.5 Gap 164 5 325 63 75 0 71 110 155 315 0 0 0 0.58 1658 0 0 0 0.69 NBR 0.0 0.0% 0.0 4.0 SBL 15.0 19.0 15.8% 14.0 4.0 1.0 -1.0 4.0 Lead SBT 29.0 47.0 39.2% 41.0 4.0 2.0 -2.0 4.0 Lag 3.0 None 3.0 Max 5.0 11.0 0 43.3 0.36 0.98 54.2 0.0 54.2 D 54.7 D 41.0 MaxR 41.0 MaxR 41.0 MaxR 41.0 MaxR 42.5 MaxR 1483 41 2870 558 665 66 492 #610 661 14.0 0.12 0.64 58.3 0.0 58.3 E 14.0 Max 14.0 Max 14.0 Max 12.6 Gap 10.4 Gap 224 6 436 85 101 0 98 142 170 429 0 0 0 0.60 SBR 0.0 0.0% 0.0 4.0 1816 0 0 0 0.98 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 3900: Main Street & Alma School Rd 2/5/2010 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 0 (0%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 105 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 48.3 Intersection LOS: D Intersection Capacity Utilization 84.5% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3900: Main Street & Alma School Rd MesaExt_2015 PM Peak No Build HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 3900: Main Street & Alma School Rd Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Bus Blockages (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 97 1900 11 350 1 25 1.00 0.99 496 1900 11 228 1900 11 0 0 0 0.95 316 1900 11 350 1 25 1.00 0.98 441 1900 11 90 1900 11 0 0 0 0.95 182 1900 12 155 2 25 0.97 0.96 848 1900 12 254 1900 12 0 0 0 0.91 271 1900 12 170 2 25 0.97 0.99 1483 1900 12 66 1900 12 0 0 0 0.91 0.950 1711 0.950 1688 0.95 0.98 0.953 3181 0 3181 0 Yes 0.950 1711 0.950 1681 60 35 752 14.6 13 0.88 0 110 0.88 2 564 0.95 0.99 0.975 3299 0 3299 0 Yes 0.950 3433 0.950 3282 21 35 319 6.2 24 0.88 0 259 24 0.95 0 333 0.95 2 464 0.91 0.99 0.965 4821 0 4821 0 Yes 0.950 3433 0.950 3384 67 40 992 16.9 13 0.95 0 95 119 0.95 0 192 0.95 4 893 0.91 0.99 0.994 4969 0 4969 0 Yes 6 40 741 12.6 19 0.95 0 267 19 0.93 0 291 0.93 4 1595 119 0.93 0 71 110 No Left 823 No Left 11 0 16 0 No Right 333 No Left 559 No Left 11 0 16 0 No Right 192 No Left 1160 No Left 24 0 16 0 No Right 291 No Left 1666 No Left 24 0 16 0 No Right 1.04 15 1 1.05 1.04 9 1.05 1.04 9 1.00 9 1.00 9 1 1.00 15 1 1.01 1 1.00 15 1 1.01 1 1.04 15 1 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 0.0 0.0 0.0 Prot 1 0.0 0.0 0.0 0.0 0.0 0.0 8 0.0 0.0 0.0 Prot 7 0.0 0.0 0.0 2 0.0 0.0 0.0 Prot 3 0.0 0.0 0.0 6 0.0 0.0 0.0 Prot 5 1 6 5 2 3 8 7 4 MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., 1 4 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 3900: Main Street & Alma School Rd Lane Group Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn EBL 5.0 10.0 19.0 15.8% 14.0 4.0 1.0 -1.0 4.0 Lead EBT 23.0 29.0 34.0 28.3% 28.0 4.0 2.0 -2.0 4.0 Lag 3.0 3.0 None C-Max 5.0 11.0 0 13.0 30.0 0.11 0.25 0.59 0.98 76.3 49.5 0.0 0.0 76.3 49.5 E D 52.7 D 14.0 28.0 Max Coord 14.0 28.0 Max Coord 13.0 28.0 Gap Coord 10.9 28.0 Gap Coord 7.9 28.0 Gap Coord 75 676 3 16 182 1141 35 222 42 264 0 14 65 317 111 #435 672 350 214 840 0 0 0 0 0 0 MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., EBR 0.0 0.0% -1.0 3.0 2/5/2010 WBL 5.0 10.0 26.0 21.7% 21.0 4.0 1.0 -1.0 4.0 Lead WBT 23.0 29.0 41.0 34.2% 35.0 4.0 2.0 -2.0 4.0 Lag 3.0 3.0 None C-Max 5.0 11.0 0 22.1 39.1 0.18 0.33 1.06 0.51 104.2 25.5 0.0 0.0 104.2 25.5 F C 54.9 D 21.0 35.0 Max Coord 21.0 35.0 Max Coord 21.0 36.0 Max Coord 21.0 38.1 Max Coord 21.4 41.5 Max Coord 226 454 14 16 991 1111 193 216 230 257 0 4 ~263 201 #453 252 239 350 315 1090 0 0 0 0 0 0 WBR 0.0 0.0% 0.0 4.0 NBL 5.0 10.0 12.0 10.0% 7.0 4.0 1.0 -1.0 4.0 Lead NBT 20.0 26.0 43.0 35.8% 37.0 4.0 2.0 -2.0 4.0 Lag 3.0 None 3.0 None 5.0 11.0 0 39.0 0.32 0.72 36.5 0.0 36.5 D 43.4 D 37.0 Max 37.0 Max 37.0 Hold 37.0 Hold 37.0 Hold 897 24 1707 332 396 46 273 327 912 8.0 0.07 0.84 84.8 0.0 84.8 F 7.0 Max 7.0 Max 7.0 Max 7.0 Max 7.0 Max 167 6 420 82 97 0 77 #141 155 229 0 0 0 1612 0 0 0 NBR 0.0 0.0% 0.0 4.0 SBL 5.0 10.0 17.0 14.2% 12.0 4.0 1.0 -1.0 4.0 Lead SBT 20.0 26.0 48.0 40.0% 42.0 4.0 2.0 -2.0 4.0 Lag 3.0 None 3.0 None 5.0 11.0 0 43.9 0.37 0.91 45.0 0.0 45.0 D 48.4 D 42.0 Max 42.0 Max 42.0 Max 42.0 Max 41.6 Gap 1397 36 2496 486 578 63 444 #517 661 12.9 0.11 0.79 68.1 0.0 68.1 E 12.0 Max 12.0 Max 12.0 Max 12.0 Max 11.6 Gap 251 8 530 103 123 0 114 #178 170 372 0 0 0 SBR 0.0 0.0% 0.0 4.0 1826 0 0 0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 3900: Main Street & Alma School Rd Lane Group Reduced v/c Ratio EBL 0.51 EBT 0.98 EBR 2/5/2010 WBL 1.06 WBT 0.51 WBR NBL 0.84 NBT 0.72 NBR SBL 0.78 SBT 0.91 SBR Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 69 (58%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.06 Intersection Signal Delay: 49.0 Intersection LOS: D Intersection Capacity Utilization 88.1% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3900: Main Street & Alma School Rd MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 3900: Main Street & Alma School Rd Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Peak Hour Factor Bus Blockages (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases Permitted Phases Detector Phase Switch Phase 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 78 1900 11 350 1 25 1.00 0.99 607 1900 11 160 1900 11 0 0 0 0.95 268 1900 11 350 1 25 1.00 0.98 453 1900 11 109 1900 11 0 0 0 0.95 172 1900 12 155 2 25 0.97 0.96 902 1900 12 178 1900 12 0 0 0 0.91 249 1900 12 170 2 25 0.97 0.99 1553 1900 12 86 1900 12 0 0 0 0.91 0.950 1711 0.950 1689 0.95 0.99 0.969 3257 0 3257 0 Yes 0.950 1711 0.950 1683 27 35 753 14.7 13 0.88 0 89 0.88 2 690 0.95 0.99 0.971 3283 0 3283 0 Yes 0.950 3433 0.950 3300 27 35 319 6.2 24 0.88 0 182 24 0.95 0 282 0.95 2 477 0.91 0.99 0.975 4888 0 4888 0 Yes 0.950 3433 0.950 3383 36 40 842 14.4 13 0.95 0 115 119 0.95 0 181 0.95 4 949 0.91 0.99 0.992 4946 0 4946 0 Yes 8 40 741 12.6 19 0.95 0 187 19 0.93 0 268 0.93 4 1670 119 0.93 0 92 89 No Left 872 No Left 11 0 16 0 No Right 282 No Left 592 No Left 11 0 16 0 No Right 181 No Left 1136 No Left 24 0 16 0 No Right 268 No Left 1762 No Left 24 0 16 0 No Right 1.04 15 1 1.05 1.04 9 1.05 1.04 9 1.00 9 1.00 9 1 1.00 15 1 1.01 1 1.00 15 1 1.01 1 1.04 15 1 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 0.0 0.0 0.0 Prot 1 0.0 0.0 0.0 0.0 0.0 0.0 8 0.0 0.0 0.0 Prot 7 0.0 0.0 0.0 2 0.0 0.0 0.0 Prot 3 0.0 0.0 0.0 6 0.0 0.0 0.0 Prot 5 1 6 5 2 3 8 7 4 MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., 1 4 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 3900: Main Street & Alma School Rd Lane Group Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn Storage Cap Reductn EBL 5.0 10.0 15.0 12.5% 10.0 4.0 1.0 -1.0 4.0 Lead EBT 23.0 29.0 37.0 30.8% 31.0 4.0 2.0 -2.0 4.0 Lag 3.0 3.0 None C-Max 5.0 11.0 0 10.3 33.0 0.09 0.28 0.60 0.95 88.9 41.3 0.0 0.0 88.9 41.3 F D 45.7 D 10.0 31.0 Max Coord 10.0 31.0 Max Coord 10.0 31.0 Max Coord 9.7 31.0 Gap Coord 7.0 31.0 Gap Coord 79 265 2 13 170 882 33 172 39 204 0 66 74 71 127 #425 673 350 157 915 0 0 0 0 0 0 MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., EBR 0.0 0.0% -2.0 2.0 2/5/2010 WBL 5.0 10.0 23.0 19.2% 18.0 4.0 1.0 -1.0 4.0 Lead WBT 23.0 29.0 45.0 37.5% 39.0 4.0 2.0 -2.0 4.0 Lag 3.0 3.0 None C-Max 5.0 11.0 0 19.0 41.7 0.16 0.35 1.04 0.51 126.5 23.9 0.0 0.0 126.5 23.9 F C 57.0 E 18.0 39.0 Max Coord 18.0 39.0 Max Coord 18.0 39.0 Max Coord 18.0 39.3 Max Coord 18.0 42.0 Max Coord 230 341 14 16 946 1089 184 212 219 252 0 10 ~243 111 #423 134 239 350 271 1157 0 0 0 0 0 0 WBR 0.0 0.0% 0.0 4.0 NBL 5.0 10.0 12.0 10.0% 7.0 4.0 1.0 -1.0 4.0 Lead NBT 20.0 26.0 42.0 35.0% 36.0 4.0 2.0 -2.0 4.0 Lag 3.0 None 3.0 None 5.0 11.0 0 38.5 0.32 0.71 37.8 0.0 37.8 D 43.5 D 36.0 Max 36.0 Max 36.0 Hold 36.0 Hold 38.3 Hold 901 23 1631 317 378 45 276 330 762 8.0 0.07 0.79 79.2 0.0 79.2 E 7.0 Max 7.0 Max 7.0 Max 7.0 Max 7.0 Max 160 5 372 72 86 0 72 #130 155 229 0 0 0 1591 0 0 0 NBR 0.0 0.0% 0.0 4.0 SBL 5.0 10.0 18.0 15.0% 13.0 4.0 1.0 -1.0 4.0 Lead SBT 20.0 26.0 48.0 40.0% 42.0 4.0 2.0 -2.0 4.0 Lag 3.0 None 3.0 None 5.0 11.0 0 44.0 0.37 0.97 52.3 0.0 52.3 D 53.5 D 42.0 Max 42.0 Max 42.0 Max 42.0 Max 42.0 Max 1480 40 2812 547 652 66 484 #600 661 13.5 0.11 0.69 61.1 0.0 61.1 E 13.0 Max 13.0 Max 13.0 Max 13.0 Max 10.7 Gap 236 7 466 91 108 0 104 150 170 401 0 0 0 SBR 0.0 0.0% 0.0 4.0 1819 0 0 0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 3900: Main Street & Alma School Rd Lane Group Reduced v/c Ratio EBL 0.57 EBT 0.95 EBR 2/5/2010 WBL 1.04 WBT 0.51 WBR NBL 0.79 NBT 0.71 NBR SBL 0.67 SBT 0.97 SBR Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 6 (5%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 100 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.04 Intersection Signal Delay: 50.1 Intersection LOS: D Intersection Capacity Utilization 87.7% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3900: Main Street & Alma School Rd MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 14: University Dr & Country Club Dr Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases Permitted Phases Detector Phase 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 263 1900 300 2 25 0.97 973 1900 161 1900 0 0 0 0.91 154 1900 300 2 25 0.97 590 1900 155 1900 0 0 0 0.91 166 1900 375 2 25 0.97 1019 1900 203 1900 0 0 25 0.91 330 1900 400 2 25 0.97 1105 1900 120 1900 0 0 0 0.91 0.950 3433 0.950 3433 0.92 286 0.91 0.979 4979 0 4979 0 Yes 32 35 437 8.5 0.92 1058 0.950 3433 0.950 3433 0.92 175 0.92 167 0.91 0.969 4928 0 4928 0 Yes 67 35 1176 22.9 0.92 641 0.950 3433 0.950 3433 0.92 168 0.92 180 0.91 0.975 4958 0 4958 0 Yes 42 35 778 15.2 0.92 1108 0.950 3433 0.950 3433 0.92 221 0.92 359 0.91 0.985 5009 0 5009 0 Yes 18 40 778 13.3 0.92 1201 0.92 130 286 No Left 1233 No Left 24 0 16 0 No Right 167 No Left 809 No Left 24 0 16 0 No Right 180 No Left 1329 No Left 24 0 16 0 No Right 359 No Left 1331 No Left 24 0 16 0 No Right 1.00 15 1 1.00 1.00 9 1.00 15 1 1.00 1.00 9 1.00 15 1 1.00 1.00 9 1.00 1.00 9 2 1.00 15 1 20 0 0 20 Cl+Ex 100 0 0 6 Cl+Ex 20 0 0 20 Cl+Ex 100 0 0 6 Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 0.0 0.0 0.0 0.0 0.0 0.0 94 6 Cl+Ex 20 0 0 20 Cl+Ex 0.0 0.0 0.0 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 20 0 0 20 Cl+Ex 0.0 0.0 0.0 0.0 Prot 7 7 MesaExt_2015 PM Peak No Build HDR INC., 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 4 Prot 3 4 3 0.0 8 Prot 1 8 1 2 0.0 6 Prot 5 2 6 5 2 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 14: University Dr & Country Club Dr Lane Group Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn EBL EBT 5.0 10.0 15.0 15.0% 10.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 10.0 28.0 35.0 35.0% 29.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 None 4.0 18.0 0 28.7 0.29 0.85 39.3 0.0 39.3 D 44.3 D 29.0 Max 29.0 Max 29.0 Max 30.0 Max 26.5 Gap 1005 24 1670 325 387 54 263 320 357 10.0 0.10 0.83 65.7 0.0 65.7 E 10.0 Max 10.0 Max 10.0 Max 10.0 Max 10.0 Max 239 7 489 95 113 0 93 #162 300 343 0 0 MesaExt_2015 PM Peak No Build HDR INC., 1477 0 0 2/5/2010 EBR 0.0 0.0% 0.0 4.0 WBL WBT 5.0 10.0 15.0 15.0% 10.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 10.0 28.0 35.0 35.0% 29.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 None 4.0 18.0 0 28.0 0.28 0.57 29.7 0.0 29.7 C 33.0 C 29.0 Hold 29.0 Hold 29.0 Hold 29.0 Hold 23.9 Hold 564 15 1052 205 244 27 145 187 1096 9.3 0.09 0.53 49.3 0.0 49.3 D 10.0 Max 10.0 Max 10.0 Max 9.0 Gap 7.4 Gap 143 4 275 53 64 0 52 86 300 343 0 0 1477 0 0 WBR 0.0 0.0% 0.0 4.0 NBL NBT 5.0 5.0 10.0 23.0 15.0 35.0 15.0% 35.0% 10.0 29.0 4.0 4.0 1.0 2.0 0.0 0.0 5.0 6.0 Lead Lag Yes Yes 3.0 3.0 None C-Max 4.0 13.0 0 9.4 29.0 0.09 0.29 0.56 0.91 50.2 43.1 0.0 0.0 50.2 43.1 D D 44.0 D 10.0 29.0 Max Coord 10.0 29.0 Max Coord 10.0 29.0 Max Coord 9.4 29.0 Gap Coord 7.6 29.0 Gap Coord 155 1081 4 26 265 1799 52 350 61 417 0 60 57 289 92 #377 698 375 343 1468 0 0 0 0 NBR 0.0 0.0% 0.0 4.0 SBL SBT 5.0 5.0 10.0 23.0 15.0 35.0 15.0% 35.0% 10.0 29.0 4.0 4.0 1.0 2.0 0.0 0.0 5.0 6.0 Lead Lag Yes Yes 3.0 3.0 None C-Max 4.0 13.0 0 11.0 30.6 0.11 0.31 0.95 0.86 81.4 39.7 0.0 0.0 81.4 39.7 F D 48.5 D 10.0 29.0 Max Coord 10.0 29.0 Max Coord 10.0 29.0 Max Coord 10.0 29.6 Max Coord 15.1 36.5 Max Coord 275 1077 10 27 693 1883 135 366 161 437 0 60 ~128 295 #219 #383 698 400 378 1546 0 0 0 0 SBR 0.0 0.0% 0.0 4.0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 14: University Dr & Country Club Dr Lane Group Storage Cap Reductn Reduced v/c Ratio EBL 0 0.83 EBT 0 0.83 EBR 2/5/2010 WBL 0 0.49 WBT 0 0.55 WBR NBL 0 0.52 NBT 0 0.91 NBR SBL 0 0.95 SBT 0 0.86 SBR Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.95 Intersection Signal Delay: 43.5 Intersection LOS: D Intersection Capacity Utilization 78.7% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 14: University Dr & Country Club Dr MesaExt_2015 PM Peak No Build HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 50: University Rd & Country Club Dr Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases Permitted Phases Detector Phase 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 256 1900 330 2 25 0.97 978 1900 98 1900 0 0 25 0.91 217 1900 275 2 25 0.97 642 1900 98 1900 0 0 25 0.91 107 1900 325 2 25 0.97 1060 1900 269 1900 0 0 25 0.91 366 1900 325 2 25 0.97 1021 1900 78 1900 0 0 25 0.91 0.950 3433 0.950 3433 0.92 278 0.91 0.986 5014 0 5014 0 Yes 17 35 481 9.4 0.92 1063 0.950 3433 0.950 3433 0.92 107 0.92 236 0.91 0.980 4984 0 4984 0 Yes 27 35 744 14.5 0.92 698 0.950 3433 0.950 3433 0.92 107 0.92 116 0.91 0.970 4933 0 4933 0 Yes 63 35 1203 23.4 0.92 1152 0.950 3433 0.950 3433 0.92 292 0.92 398 0.91 0.989 5029 0 5029 0 Yes 14 40 621 10.6 0.92 1110 0.92 85 278 No Left 1170 No Left 24 0 16 0 No Right 236 No Left 805 No Left 24 0 16 0 No Right 116 No Left 1444 No Left 24 0 16 0 No Right 398 No Left 1195 No Left 24 0 16 0 No Right 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 0.0 0.0 0.0 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 0.0 0.0 0.0 Prot 7 7 MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 0.0 0.0 0.0 4 Prot 3 4 3 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 0.0 0.0 0.0 8 Prot 1 8 1 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 6 Prot 5 2 6 5 2 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 50: University Rd & Country Club Dr Lane Group Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn EBL EBT 5.0 10.0 16.0 16.0% 11.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 10.0 28.0 34.0 34.0% 28.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 18.0 0 27.5 0.28 0.84 40.2 0.0 40.2 D 43.4 D 28.0 Max 28.0 Max 28.0 Max 28.0 Max 25.4 Gap 968 22 1552 302 360 51 252 308 401 10.8 0.11 0.75 56.9 0.0 56.9 E 11.0 Max 11.0 Max 11.0 Max 11.0 Max 9.9 Gap 238 6 434 84 101 0 89 #144 330 378 0 0 MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., 1416 0 0 EBR 0.0 0.0% 0.0 4.0 2/5/2010 WBL WBT 5.0 10.0 12.0 12.0% 7.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 10.0 28.0 30.0 30.0% 24.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 18.0 0 23.7 0.24 0.67 36.5 0.0 36.5 D 51.4 D 24.0 Max 24.0 Max 24.0 Hold 24.0 Hold 22.5 Hold 630 14 995 194 231 32 164 210 664 7.0 0.07 0.98 102.0 0.0 102.0 F 7.0 Max 7.0 Max 7.0 Max 7.0 Max 7.0 Max 188 7 495 96 115 0 78 #157 275 240 0 0 1217 0 0 WBR 0.0 0.0% 0.0 4.0 NBL NBT 5.0 5.0 10.0 23.0 12.0 36.0 12.0% 36.0% 7.0 30.0 4.0 4.0 1.0 2.0 0.0 0.0 5.0 6.0 Lead Lag Yes Yes 3.0 3.0 None C-Max 4.0 13.0 0 6.9 30.4 0.07 0.30 0.49 0.94 52.3 45.0 0.0 0.0 52.3 45.0 D D 45.5 D 7.0 30.0 Max Coord 7.0 30.0 Max Coord 7.0 30.0 Max Coord 7.0 30.0 Max Coord 6.4 32.1 Gap Coord 101 1151 3 32 198 2261 38 440 46 524 0 64 37 316 65 #417 1123 325 240 1544 0 0 0 0 NBR 0.0 0.0% 0.0 4.0 SBL SBT 5.0 5.0 10.0 23.0 18.0 42.0 18.0% 42.0% 13.0 36.0 4.0 4.0 1.0 2.0 0.0 0.0 5.0 6.0 Lead Lag Yes Yes 3.0 3.0 None C-Max 4.0 13.0 0 13.1 36.6 0.13 0.37 0.89 0.65 65.5 28.1 0.0 0.0 65.5 28.1 E C 37.4 D 13.0 36.0 Max Coord 13.0 36.0 Max Coord 13.0 36.0 Max Coord 13.0 36.0 Max Coord 13.5 39.2 Gap Coord 329 873 10 19 675 1363 131 265 156 316 0 55 130 228 #214 278 541 325 449 1851 0 0 0 0 SBR 0.0 0.0% 0.0 4.0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 50: University Rd & Country Club Dr Lane Group Storage Cap Reductn Reduced v/c Ratio EBL 0 0.74 EBT 0 0.83 EBR 2/5/2010 WBL 0 0.98 WBT 0 0.66 WBR NBL 0 0.48 NBT 0 0.94 NBR SBL 0 0.89 SBT 0 0.65 SBR Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 43.8 Intersection LOS: D Intersection Capacity Utilization 82.5% ICU Level of Service E Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 50: University Rd & Country Club Dr MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 38: University Dr & Country Club Dr Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Peak Hour Factor Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Detector 2 Position(ft) Detector 2 Size(ft) Detector 2 Type Detector 2 Channel Detector 2 Extend (s) Turn Type Protected Phases Permitted Phases Detector Phase 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 257 1900 330 2 25 0.97 967 1900 162 1900 0 0 25 0.91 156 1900 275 2 25 0.97 586 1900 152 1900 0 0 25 0.91 172 1900 325 2 25 0.97 1026 1900 192 1900 0 0 25 0.91 342 1900 325 2 25 0.97 1100 1900 112 1900 0 0 25 0.91 0.950 3433 0.950 3433 0.92 279 0.91 0.978 4973 0 4973 0 Yes 32 35 472 9.2 0.92 1051 0.950 3433 0.950 3433 0.92 176 0.92 170 0.91 0.969 4928 0 4928 0 Yes 59 35 1116 21.7 0.92 637 0.950 3433 0.950 3433 0.92 165 0.92 187 0.91 0.976 4963 0 4963 0 Yes 40 35 952 18.5 0.92 1115 0.950 3433 0.950 3433 0.92 209 0.92 372 0.91 0.986 5014 0 5014 0 Yes 19 40 777 13.2 0.92 1196 0.92 122 279 No Left 1227 No Left 24 0 16 0 No Right 170 No Left 802 No Left 24 0 16 0 No Right 187 No Left 1324 No Left 24 0 16 0 No Right 372 No Left 1318 No Left 24 0 16 0 No Right 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 1.00 15 1 Left 20 0 0 20 Cl+Ex 1.00 1.00 9 0.0 0.0 0.0 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 0.0 0.0 0.0 Prot 7 7 0.0 0.0 0.0 94 6 Cl+Ex 0.0 0.0 0.0 0.0 4 Prot 3 4 3 MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., 2 Thru 100 0 0 6 Cl+Ex 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 0.0 0.0 0.0 8 Prot 1 8 1 2 Thru 100 0 0 6 Cl+Ex 0.0 0.0 0.0 94 6 Cl+Ex 0.0 6 Prot 5 2 6 5 2 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 38: University Dr & Country Club Dr Lane Group Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn EBL EBT 5.0 10.0 17.0 17.0% 12.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 10.0 28.0 33.0 33.0% 27.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 18.0 0 27.0 0.27 0.90 44.5 0.0 44.5 D 46.1 D 27.0 Max 27.0 Max 27.0 Max 27.0 Max 26.8 Gap 1005 26 1840 358 426 53 269 #352 392 11.5 0.12 0.71 53.0 0.0 53.0 D 12.0 Max 12.0 Max 12.0 Max 11.8 Gap 9.7 Gap 243 7 457 89 106 0 89 132 330 412 0 0 1366 0 0 MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., 2/5/2010 EBR 0.0 0.0% 0.0 4.0 WBL WBT 5.0 11.0 12.0 12.0% 7.0 4.0 1.0 0.0 5.0 Lead Yes 3.0 None 10.0 28.0 28.0 28.0% 22.0 4.0 2.0 0.0 6.0 Lag Yes 3.0 Ped 4.0 18.0 0 22.5 0.22 0.70 36.7 0.0 36.7 D 41.2 D 22.0 Max 22.0 Max 22.0 Ped 22.2 Hold 24.1 Hold 614 16 1124 219 261 34 161 207 1036 7.0 0.07 0.71 62.4 0.0 62.4 E 7.0 Max 7.0 Max 7.0 Max 7.0 Max 7.0 Max 144 4 302 59 70 0 55 #102 275 240 0 0 1152 0 0 WBR 0.0 0.0% 0.0 4.0 NBL NBT 5.0 5.0 10.0 23.0 13.0 37.0 13.0% 37.0% 8.0 31.0 4.0 4.0 1.0 2.0 0.0 0.0 5.0 6.0 Lead Lag Yes Yes 3.0 3.0 None C-Max 4.0 13.0 0 8.0 31.2 0.08 0.31 0.68 0.84 58.2 37.1 0.0 0.0 58.2 37.1 E D 39.7 D 8.0 31.0 Max Coord 8.0 31.0 Max Coord 8.0 31.0 Max Coord 8.0 31.0 Max Coord 7.9 31.8 Gap Coord 161 1065 4 26 310 1788 60 348 72 414 0 60 60 279 #105 339 872 325 275 1574 0 0 0 0 NBR 0.0 0.0% 0.0 4.0 SBL SBT 5.0 5.0 10.0 23.0 18.0 42.0 18.0% 42.0% 13.0 36.0 4.0 4.0 1.0 2.0 0.0 0.0 5.0 6.0 Lead Lag Yes Yes 3.0 3.0 None C-Max 4.0 13.0 0 12.9 36.1 0.13 0.36 0.84 0.72 60.7 30.1 0.0 0.0 60.7 30.1 E C 36.8 D 13.0 36.0 Max Coord 13.0 36.0 Max Coord 13.0 36.0 Max Coord 13.0 36.0 Max Coord 12.4 36.3 Gap Coord 313 1000 9 24 636 1652 124 322 147 383 0 61 121 259 #194 313 697 325 446 1820 0 0 0 0 SBR 0.0 0.0% 0.0 4.0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 38: University Dr & Country Club Dr Lane Group Storage Cap Reductn Reduced v/c Ratio EBL 0 0.68 EBT 0 0.90 EBR 2/5/2010 WBL 0 0.71 WBT 0 0.70 WBR NBL 0 0.68 NBT 0 0.84 NBR SBL 0 0.83 SBT 0 0.72 SBR Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 100 Offset: 40 (40%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 80 Control Type: Actuated-Coordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 40.8 Intersection LOS: D Intersection Capacity Utilization 78.9% ICU Level of Service D Analysis Period (min) 15 # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 38: University Dr & Country Club Dr MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 4000: Main Street & Country Club Dr Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Bus Blockages (#/hr) Parking (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases Permitted Phases Detector Phase 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 165 1900 200 2 25 0.97 661 1900 146 1900 200 1 25 1.00 0.96 0.850 193 1900 160 2 25 0.97 386 1900 110 1900 90 1 25 1.00 0.92 0.850 134 1900 400 2 25 0.97 1139 1900 242 1900 0 0 0 0.91 133 1900 200 2 25 0.97 1237 1900 214 1900 0 0 0 0.91 0.950 3433 0.950 3433 0.95 3497 1583 3497 1525 Yes 166 0.950 3433 0.950 3433 35 1303 25.4 0.95 3322 1583 3322 1454 Yes 122 0.950 3433 0.950 3433 0.91 1.00 0.974 4920 0 4920 0 Yes 0.950 3433 0.950 3433 50 35 793 15.4 30 1003 22.8 4928 0 Yes 37 35 1359 26.5 0.88 6 188 751 166 214 188 No Left 751 No Left 24 0 16 166 No Right 214 No Left 429 No Left 24 0 16 122 No Right 154 No Left 1587 No Left 24 0 16 0 No Right 146 No Left 1594 No Left 24 0 16 0 No Right 1.00 15 1 1.02 1.00 15 1 1.09 1.00 15 1 1.00 9 1.00 9 1 1.00 15 1 1.00 1 1.00 9 1 1.00 1 1.00 9 1 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 0.0 0.0 0.0 Prot 7 0.0 0.0 0.0 0.0 0.0 0.0 Perm 0.0 0.0 0.0 Prot 3 0.0 0.0 0.0 0.0 0.0 0.0 Perm 0.0 0.0 0.0 Prot 1 0.0 0.0 0.0 0.0 0.0 0.0 6 0.0 0.0 0.0 Prot 5 1 6 5 2 MesaExt_2015 PM Peak No Build HDR INC., 7 4 4 4 4 3 122 0 0.88 0 0.90 6 0 429 0.87 0 4928 9 13 0.88 0 0.90 0 38 6 0.90 0 0.91 0.99 0.978 8 8 8 8 0.87 2 4 5 0.87 0 0.91 0 0.91 2 17 4 0.91 0 154 1309 278 146 1359 235 1 2 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 4000: Main Street & Country Club Dr Lane Group Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn 2/5/2010 EBL EBT EBR WBL WBT WBR 5.0 10.0 15.0 16.0% 10.0 4.0 1.0 -1.0 4.0 Lead Yes 1.0 None 23.0 29.0 33.0 35.1% 27.0 4.0 2.0 -2.0 4.0 Lag Yes 1.0 Max 5.0 11.0 0 30.3 0.32 0.67 19.0 0.0 19.0 B 23.4 C 27.0 MaxR 27.0 MaxR 27.7 MaxR 29.0 MaxR 30.9 MaxR 348 11 796 155 185 45 96 148 1223 23.0 29.0 33.0 35.1% 27.0 4.0 2.0 -2.0 4.0 Lag Yes 1.0 Max 5.0 11.0 0 30.3 0.32 0.27 1.8 0.0 1.8 A 5.0 10.0 15.0 16.0% 10.0 4.0 1.0 -1.0 4.0 Lead Yes 1.0 None 23.0 33.0 33.0 35.1% 27.0 4.0 2.0 -2.0 4.0 Lag Yes 1.0 Max 5.0 11.0 0 30.8 0.33 0.22 5.7 0.0 5.7 A 27.0 MaxR 27.0 MaxR 27.7 MaxR 29.0 MaxR 30.9 MaxR 7 1 103 20 24 0 1 m12 10.0 Max 10.0 Max 9.3 Gap 8.0 Gap 6.1 Gap 179 4 306 59 71 0 63 99 23.0 33.0 33.0 35.1% 27.0 4.0 2.0 -2.0 4.0 Lag Yes 1.0 Max 5.0 11.0 0 30.8 0.33 0.39 26.2 0.0 26.2 C 28.9 C 27.0 MaxR 27.2 MaxR 28.5 MaxR 29.7 MaxR 31.4 MaxR 290 7 467 91 108 0 103 150 923 200 604 0 0 160 402 0 0 9.2 0.10 0.56 60.2 0.0 60.2 E 10.0 Max 9.8 Gap 8.5 Gap 7.3 Gap 5.6 Gap 161 5 334 65 78 0 60 m89 200 402 0 0 MesaExt_2015 PM Peak No Build HDR INC., 1128 0 0 9.7 0.10 0.60 47.7 0.0 47.7 D 1087 0 0 27.0 MaxR 27.2 MaxR 28.5 MaxR 29.7 MaxR 31.4 MaxR 16 1 75 15 17 0 0 39 90 558 0 0 NBL NBT 5.0 23.0 10.0 29.0 14.0 32.0 14.9% 34.0% 9.0 26.0 4.0 4.0 1.0 2.0 -1.0 -2.0 4.0 4.0 Lead Lag Yes Yes 1.0 1.0 None C-Max 5.0 11.0 0 8.4 29.7 0.09 0.32 0.50 1.00 46.4 54.4 0.0 0.0 46.4 54.4 D D 53.7 D 9.0 26.0 Max Coord 8.7 26.5 Gap Coord 7.6 27.6 Gap Coord 6.5 28.6 Gap Coord 5.0 30.0 Min Coord 124 1169 3 32 207 2236 40 435 48 518 0 68 45 ~337 73 #444 713 400 365 1591 0 0 0 0 NBR 0.0 0.0% 0.0 4.0 SBL SBT 5.0 23.0 10.0 29.0 14.0 32.0 14.9% 34.0% 9.0 26.0 4.0 4.0 1.0 2.0 -1.0 -2.0 4.0 4.0 Lead Lag Yes Yes 1.0 1.0 None C-Max 5.0 11.0 0 8.3 29.6 0.09 0.31 0.48 1.01 46.1 57.6 0.0 0.0 46.1 57.6 D E 56.6 E 9.0 26.0 Max Coord 8.5 26.3 Gap Coord 7.4 27.4 Gap Coord 6.4 28.5 Gap Coord 5.0 30.0 Min Coord 123 1228 3 40 243 2829 47 550 56 656 0 71 43 ~352 72 #479 1279 200 365 1579 0 0 0 0 SBR 0.0 0.0% 0.0 4.0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 4000: Main Street & Country Club Dr Lane Group Storage Cap Reductn Reduced v/c Ratio EBL 0 0.47 EBT 0 0.67 EBR 0 0.27 2/5/2010 WBL 0 0.53 WBT 0 0.39 WBR 0 0.22 NBL 0 0.42 NBT 0 1.00 NBR SBL 0 0.40 SBT 0 1.01 SBR Intersection Summary Area Type: Other Cycle Length: 94 Actuated Cycle Length: 94 Offset: 0 (0%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.01 Intersection Signal Delay: 44.8 Intersection LOS: D Intersection Capacity Utilization 71.1% ICU Level of Service C Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 4000: Main Street & Country Club Dr MesaExt_2015 PM Peak No Build HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 4000: Main Street & Country Club Dr Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Bus Blockages (#/hr) Parking (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases Permitted Phases 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 454 1900 11 350 1 25 1.00 0.94 241 1900 11 220 1900 11 250 1 25 1.00 0.95 0.850 147 1900 11 200 1 25 1.00 0.98 174 1900 11 61 1900 11 0 0 0 0.95 224 1900 12 330 2 25 0.97 0.99 1142 1900 12 145 1900 12 0 0 0 0.91 111 1900 12 330 1 25 1.00 0.95 1240 1900 12 320 1900 12 0 0 0 0.91 0.950 1711 0.950 1603 1.00 1786 1531 1786 1458 Yes 238 0.950 1711 0.950 1684 2980 0 2980 0 Yes 0.950 3433 0.950 3412 36 25 263 7.2 35 499 9.7 40 0.95 0.97 0.961 4749 0 4749 0 Yes 0.950 1770 0.950 1683 22 35 645 12.6 0 Yes 60 35 1077 21.0 274 250 163 516 No Left 274 No Left 11 0 16 250 No Right 163 No Left 261 No Left 11 0 16 0 No Right 257 No Left 1480 No Left 24 0 16 0 No Right 122 No Left 1715 No Left 24 0 16 0 No Right 1.04 15 1 1.06 1.04 15 1 1.14 1.04 9 1.00 9 1.00 9 1 1.00 15 1 1.01 1 1.00 15 1 1.01 1 1.04 9 1 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 0.0 0.0 0.0 Prot 7 0.0 0.0 0.0 0.0 0.0 0.0 Perm 0.0 0.0 0.0 Prot 3 0.0 0.0 0.0 0.0 0.0 0.0 Prot 1 0.0 0.0 0.0 0.0 0.0 0.0 Prot 5 0.0 0.0 0.0 MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., 68 4847 516 8 0.87 0 0 0.88 2 0.90 4 4 193 18 4847 0.88 0 0.90 0 40 7 0.90 0 0.91 0.99 0.969 10 13 0.88 0 4 10 0.91 0.96 0.983 0.87 4 102 5 0.87 0 0.91 0 0.91 4 18 4 0.91 0 257 1313 167 122 1363 352 6 102 1 2 4 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 4000: Main Street & Country Club Dr Lane Group Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn 2/5/2010 EBL 7 EBT 4 EBR 4 WBL 3 WBT 8 5.0 10.0 33.0 27.5% 28.0 4.0 1.0 -1.0 4.0 Lead Yes 3.0 None 23.0 29.0 29.0 24.2% 23.0 4.0 2.0 -2.0 4.0 Lag Yes 3.0 Max 5.0 11.0 0 32.3 0.27 0.57 42.0 0.0 42.0 D 101.5 F 24.2 MaxR 27.8 MaxR 30.3 MaxR 32.9 MaxR 36.5 MaxR 159 6 386 75 89 22 126 223 419 23.0 29.0 29.0 24.2% 23.0 4.0 2.0 -2.0 4.0 Lag Yes 3.0 Max 5.0 11.0 0 32.3 0.27 0.44 12.0 0.0 12.0 B 5.0 10.0 29.0 24.2% 24.0 4.0 1.0 -1.0 4.0 Lead Yes 3.0 None 24.2 MaxR 27.8 MaxR 30.3 MaxR 32.9 MaxR 36.5 MaxR 97 3 233 45 54 0 26 91 22.8 Gap 19.2 Gap 16.7 Gap 14.1 Gap 10.5 Gap 85 3 192 37 45 0 74 104 19.0 25.0 25.0 20.8% 19.0 4.0 2.0 -2.0 4.0 Lag Yes 3.0 Max 5.0 11.0 0 21.0 0.18 0.47 22.5 0.0 22.5 C 36.2 D 19.0 MaxR 19.0 MaxR 19.0 MaxR 19.0 MaxR 19.0 MaxR 202 3 207 40 48 0 86 136 183 250 567 0 200 356 0 29.0 0.24 1.25 176.5 0.0 176.5 F 28.0 Max 28.0 Max 28.0 Max 28.0 Max 28.0 Max 362 23 1629 317 378 0 ~514 #710 350 413 0 MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., 481 0 17.7 0.15 0.65 58.0 0.0 58.0 E 551 0 WBR 0.0 0.0% -2.0 2.0 NBL 1 NBT 6 5.0 23.0 10.0 29.0 14.0 50.0 11.7% 41.7% 9.0 44.0 4.0 4.0 1.0 2.0 -1.0 -2.0 4.0 4.0 Lead Lag Yes Yes 3.0 3.0 None C-Max 5.0 11.0 0 10.0 46.0 0.08 0.38 0.90 0.81 87.3 36.8 0.0 0.0 87.3 36.8 F D 44.2 D 9.0 44.0 Max Coord 9.0 44.0 Max Coord 9.0 44.0 Max Coord 9.0 44.0 Max Coord 9.0 44.0 Max Coord 202 1104 7 24 458 1673 89 326 106 388 0 54 103 366 #171 406 565 330 286 1834 0 0 NBR 0.0 0.0% 0.0 4.0 SBL 5 SBT 2 5.0 23.0 10.0 29.0 12.0 48.0 10.0% 40.0% 7.0 42.0 4.0 4.0 1.0 2.0 -1.0 -2.0 4.0 4.0 Lead Lag Yes Yes 3.0 3.0 None C-Max 5.0 11.0 0 8.0 44.0 0.07 0.37 1.03 0.94 146.8 47.4 0.0 0.0 146.8 47.4 F D 54.0 D 7.0 42.0 Max Coord 7.0 42.0 Max Coord 7.0 42.0 Max Coord 7.0 42.0 Max Coord 7.0 42.0 Max Coord 89 1378 5 38 339 2626 66 511 79 609 0 63 ~102 454 #227 #562 997 330 118 1815 0 0 SBR 0.0 0.0% 0.0 4.0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 4000: Main Street & Country Club Dr Lane Group Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 0 0 1.25 EBT 0 0 0.57 EBR 0 0 0.44 2/5/2010 WBL 0 0 0.46 WBT 0 0 0.47 WBR NBL 0 0 0.90 NBT 0 0 0.81 NBR SBL 0 0 1.03 SBT 0 0 0.94 SBR Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 25 (21%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 130 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.25 Intersection Signal Delay: 58.9 Intersection LOS: E Intersection Capacity Utilization 92.2% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4000: Main Street & Country Club Dr MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 4000: Main Street & Country Club Dr Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Bus Blockages (#/hr) Parking (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases Permitted Phases 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 162 1900 11 350 1 25 1.00 0.96 664 1900 11 147 1900 11 0 0 0 0.95 192 1900 11 200 1 25 1.00 0.99 377 1900 11 114 1900 11 0 0 0 0.95 134 1900 12 330 2 25 0.97 0.99 1138 1900 12 236 1900 12 0 0 0 0.91 128 1900 12 330 2 25 0.97 0.96 1233 1900 12 220 1900 12 0 0 0 0.91 0.950 1711 0.950 1639 0.95 0.99 0.973 3289 0 3289 0 Yes 0.950 1711 0.950 1700 21 35 1303 25.4 40 0.95 0.98 0.965 3011 0 3011 0 Yes 0.950 3433 0.950 3408 32 25 561 15.3 4725 0 4725 0 Yes 0.950 3433 0.950 3287 45 35 793 15.4 0 Yes 36 35 1547 30.1 755 167 213 184 No Left 922 No Left 11 0 16 0 No Right 213 No Left 546 No Left 11 0 16 0 No Right 154 No Left 1579 No Left 24 0 16 0 No Right 141 No Left 1597 No Left 24 0 16 0 No Right 1.04 15 1 1.05 1.04 9 1.14 1.04 9 1.00 9 1.00 9 1 1.00 15 1 1.01 1 1.00 15 1 1.01 1 1.04 15 1 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 0.0 0.0 0.0 Prot 7 0.0 0.0 0.0 0.0 0.0 0.0 Prot 3 0.0 0.0 0.0 0.0 0.0 0.0 Prot 1 0.0 0.0 0.0 0.0 0.0 0.0 Prot 5 0.0 0.0 0.0 MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., 127 4902 184 8 0.87 0 0 0.88 2 0.90 4 3 419 18 4902 0.88 0 0.90 0 40 7 0.90 0 0.91 0.99 0.977 10 13 0.88 0 4 10 0.91 0.96 0.974 0.87 4 102 5 0.87 0 0.91 0 0.91 4 18 4 0.91 0 154 1308 271 141 1355 242 6 102 1 2 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 4000: Main Street & Country Club Dr Lane Group Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn EBL 7 EBT 4 5.0 10.0 20.0 16.7% 15.0 4.0 1.0 -1.0 4.0 Lead Yes 1.0 None 23.0 29.0 36.0 30.0% 30.0 4.0 2.0 -2.0 4.0 Lag Yes 1.0 Max 5.0 11.0 0 32.1 0.27 1.03 86.7 0.4 87.1 F 85.7 F 30.0 MaxR 30.0 MaxR 30.0 MaxR 30.0 MaxR 30.4 MaxR 670 27 1886 367 437 59 ~353 #523 1223 15.1 0.13 0.86 78.9 0.0 78.9 E 15.0 Max 15.0 Max 15.0 Max 14.6 Gap 10.7 Gap 136 5 360 70 83 0 118 #243 350 228 0 894 0 MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., EBR 0.0 0.0% -2.0 2.0 2/5/2010 WBL 3 WBT 8 5.0 10.0 20.0 16.7% 15.0 4.0 1.0 -1.0 4.0 Lead Yes 1.0 None 23.0 33.0 36.0 30.0% 30.0 4.0 2.0 -2.0 4.0 Lag Yes 1.0 Max 5.0 11.0 0 32.9 0.27 0.64 7.5 0.0 7.5 A 40.9 D 30.0 MaxR 30.0 MaxR 30.0 MaxR 30.4 MaxR 34.3 MaxR 60 3 232 45 54 0 22 33 481 15.9 0.13 0.94 126.5 0.0 126.5 F 15.0 Max 15.0 Max 15.0 Max 15.0 Max 14.6 Gap 174 7 456 89 106 0 176 #326 200 228 0 849 0 WBR 0.0 0.0% -2.0 2.0 NBL 1 NBT 6 5.0 23.0 10.0 29.0 11.0 53.0 9.2% 44.2% 6.0 47.0 4.0 4.0 1.0 2.0 -1.0 -2.0 4.0 4.0 Lead Lag Yes Yes 1.0 1.0 None C-Max 5.0 11.0 0 7.0 49.1 0.06 0.41 0.77 0.81 80.4 34.3 0.0 0.3 80.4 34.6 F C 38.7 D 6.0 47.0 Max Coord 6.0 47.0 Max Coord 6.0 47.0 Max Coord 6.0 47.0 Max Coord 6.0 47.3 Max Coord 124 1149 4 26 272 1825 53 355 63 423 0 57 61 380 #108 420 713 330 200 1958 0 0 NBR 0.0 0.0% 0.0 4.0 SBL 5 SBT 2 5.0 23.0 10.0 29.0 11.0 53.0 9.2% 44.2% 6.0 47.0 4.0 4.0 1.0 2.0 -1.0 -2.0 4.0 4.0 Lead Lag Yes Yes 1.0 1.0 None C-Max 5.0 11.0 0 6.9 49.0 0.06 0.41 0.71 0.79 75.3 33.8 0.0 0.0 75.3 33.8 E C 37.1 D 6.0 47.0 Max Coord 6.0 47.0 Max Coord 6.0 47.0 Max Coord 6.0 47.0 Max Coord 5.7 47.0 Gap Coord 120 1208 4 35 300 2468 58 480 70 572 0 61 56 382 #102 444 1467 330 200 2023 0 0 SBR 0.0 0.0% 0.0 4.0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 4000: Main Street & Country Club Dr Lane Group Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 0 0 0.81 EBT 1 0 1.03 EBR 2/5/2010 WBL 0 0 0.93 WBT 0 0 0.64 WBR NBL 0 0 0.77 NBT 73 0 0.84 NBR SBL 0 0 0.70 SBT 0 0 0.79 SBR Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 79 (66%), Referenced to phase 2:SBT and 6:NBT, Start of Green Natural Cycle: 85 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.03 Intersection Signal Delay: 48.2 Intersection LOS: D Intersection Capacity Utilization 80.4% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4000: Main Street & Country Club Dr MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 4100: Main Street & Mesa Dr. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Bus Blockages (#/hr) Parking (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases Permitted Phases Detector Phase 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 58 1900 130 1 25 1.00 1.00 923 1900 165 1900 125 1 25 1.00 0.95 0.850 190 1900 125 1 25 1.00 492 1900 120 1900 145 1 25 1.00 0.97 0.850 112 1900 145 1 25 1.00 745 1900 166 1900 0 0 0 0.95 283 1900 205 1 25 1.00 984 1900 50 1900 0 0 0 0.95 0.950 1770 0.388 721 0.95 3278 1583 3278 1511 Yes 117 0.950 1770 0.128 238 30 1015 23.1 5 0.95 0 61 0.95 6 5 972 0.95 3287 1583 3287 1540 Yes 126 0.950 1770 0.143 266 17 0.95 0 174 200 0.95 6 4 518 3403 0 3403 0 Yes 0.950 1770 0.135 251 30 35 792 15.4 35 736 14.3 17 7 0.95 0 0.95 0.99 0.973 5 9 0.95 0 1 0.95 0 126 0.95 1.00 0.993 3497 0 3497 0 Yes 6 35 1031 20.1 0.95 2 17 3 0.95 0 17 0.95 0 0.95 2 1 5 0.95 0 118 784 175 298 1036 53 61 No Left 972 No Left 12 0 16 174 No Right 200 No Left 518 No Left 12 0 16 126 No Right 118 No Left 959 No Left 12 0 16 0 No Right 298 No Left 1089 No Left 12 0 16 0 No Right 1.00 15 1 1.10 1.00 15 1 1.10 1.00 15 1 1.00 9 1.00 9 1 1.00 15 1 1.01 1 1.00 9 1 1.01 1 1.00 9 1 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 0.0 0.0 0.0 pm+pt 1 6 1 0.0 0.0 0.0 0.0 0.0 0.0 Perm 0.0 0.0 0.0 pm+pt 5 2 5 0.0 0.0 0.0 0.0 0.0 0.0 Perm 0.0 0.0 0.0 pm+pt 3 8 3 0.0 0.0 0.0 0.0 0.0 0.0 pm+pt 7 4 7 0.0 0.0 0.0 MesaExt_2015 PM Peak No Build HDR INC., 6 6 6 6 2 2 2 2 8 8 1 4 4 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 4100: Main Street & Mesa Dr. Lane Group Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn EBL EBT 2/5/2010 EBR 5.0 16.0 16.0 9.0 22.0 22.0 15.0 35.0 35.0 16.0% 37.2% 37.2% 11.0 29.0 29.0 3.0 4.0 4.0 1.0 2.0 2.0 0.0 -2.0 -2.0 4.0 4.0 4.0 Lead Lag Lag Yes Yes Yes 1.0 1.0 1.0 None C-Max C-Max 5.0 5.0 11.0 11.0 0 0 36.7 31.0 31.0 0.39 0.33 0.33 0.18 0.90 0.30 16.4 42.6 10.2 0.0 0.0 0.0 16.4 42.6 10.2 B D B 36.6 D 7.3 29.0 29.0 Gap Coord Coord 6.1 29.0 29.0 Gap Coord Coord 5.3 29.0 29.0 Gap Coord Coord 5.0 29.0 29.0 Min Coord Coord 0.0 29.0 29.0 Skip Coord Coord 33 819 46 1 20 2 58 1387 133 11 270 26 14 321 31 0 0 0 20 287 23 44 #407 72 935 130 125 445 1081 577 0 0 0 0 0 0 MesaExt_2015 PM Peak No Build HDR INC., WBL WBT WBR NBL NBT 5.0 16.0 16.0 9.0 22.0 22.0 11.0 31.0 31.0 11.7% 33.0% 33.0% 7.0 25.0 25.0 3.0 4.0 4.0 1.0 2.0 2.0 0.0 -2.0 -2.0 4.0 4.0 4.0 Lead Lag Lag Yes Yes Yes 1.0 1.0 1.0 None C-Max C-Max 5.0 5.0 11.0 11.0 0 0 39.7 34.1 34.1 0.42 0.36 0.36 0.93 0.43 0.20 75.7 25.1 7.2 0.0 0.0 0.0 75.7 25.1 7.2 E C A 34.4 C 7.0 28.7 28.7 Max Coord Coord 7.0 29.9 29.9 Max Coord Coord 7.0 30.7 30.7 Max Coord Coord 7.0 31.0 31.0 Max Coord Coord 7.0 40.0 40.0 Max Coord Coord 126 346 42 5 8 1 341 541 79 66 105 15 79 125 18 0 67 0 94 120 0 #196 177 45 656 125 145 215 1191 638 0 0 0 0 0 0 8.0 12.0 14.0 14.9% 10.0 3.0 1.0 0.0 4.0 Lead Yes 1.0 None 23.0 29.0 34.0 36.2% 28.0 4.0 2.0 -2.0 4.0 Lag Yes 1.0 Max 5.0 11.0 0 30.0 0.32 0.87 39.0 0.0 39.0 D 37.1 D 28.0 MaxR 28.0 MaxR 28.0 MaxR 28.0 MaxR 28.0 MaxR 788 18 1285 250 298 47 273 #384 712 38.4 0.41 0.48 21.6 0.0 21.6 C 10.0 Max 8.2 Gap 8.0 Min 8.0 Min 8.0 Min 65 2 113 22 26 0 39 71 145 273 0 0 1106 0 0 NBR 0.0 0.0% 0.0 4.0 SBL SBT 8.0 12.0 14.0 14.9% 10.0 3.0 1.0 0.0 4.0 Lead Yes 1.0 None 23.0 29.0 34.0 36.2% 28.0 4.0 2.0 -2.0 4.0 Lag Yes 1.0 Max 5.0 11.0 0 31.6 0.34 0.92 44.4 0.0 44.4 D 57.5 E 28.0 MaxR 29.8 MaxR 30.0 MaxR 30.0 MaxR 30.0 MaxR 903 24 1667 324 386 53 321 #476 951 41.6 0.44 1.09 105.7 0.0 105.7 F 10.0 Max 10.0 Max 10.0 Max 10.0 Max 10.0 Max 159 9 657 128 152 0 ~146 #318 205 273 0 0 SBR 0.0 0.0% 0.0 4.0 1178 0 0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 4100: Main Street & Mesa Dr. Lane Group Storage Cap Reductn Reduced v/c Ratio EBL 0 0.14 EBT 0 0.90 2/5/2010 EBR 0 0.30 WBL 0 0.93 WBT 0 0.43 WBR 0 0.20 NBL 0 0.43 NBT 0 0.87 NBR SBL 0 1.09 SBT 0 0.92 SBR Intersection Summary Area Type: Other Cycle Length: 94 Actuated Cycle Length: 94 Offset: 44 (47%), Referenced to phase 2:WBTL and 6:EBTL, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.09 Intersection Signal Delay: 42.8 Intersection LOS: D Intersection Capacity Utilization 91.2% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 4100: Main Street & Mesa Dr. MesaExt_2015 PM Peak No Build HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 4100: Main Street & Mesa Dr. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Bus Blockages (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases Permitted Phases Detector Phase 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 62 1900 11 375 1 25 1.00 0.99 437 1900 11 75 1900 11 120 1 25 1.00 0.95 0.850 147 1900 11 350 1 25 1.00 0.98 219 1900 11 162 1900 11 250 1 25 1.00 0.97 0.850 83 1900 12 145 1 25 1.00 886 1900 12 135 1900 12 0 0 0 0.95 244 1900 12 205 1 25 1.00 1163 1900 12 79 1900 12 0 0 0 0.95 0.950 1711 0.950 1697 1.00 1757 1531 1757 1449 Yes 41 0.950 1711 0.950 1678 25 1015 27.7 5 1.00 1757 1531 1757 1483 Yes 171 0.950 1770 0.092 171 16 0.95 0 155 0.95 6 231 3267 0 3267 0 Yes 0.950 1770 0.084 156 16 35 442 8.6 25 736 20.1 16 8 0.95 0 79 0.95 0.95 0.980 5 10 0.95 0 171 1 0.95 0 87 0.95 4 933 0.95 1.00 0.990 3442 0 3442 0 Yes 7 35 686 13.4 98 3 0.95 0 142 98 0.95 0 257 0.95 8 1224 1 5 0.95 0 83 0.95 0 65 0.95 6 460 65 No Left 460 No Left 11 0 16 79 No Right 155 No Left 231 No Left 11 0 16 171 No Right 87 No Left 1075 No Left 12 0 16 0 No Right 257 No Left 1307 No Left 12 0 16 0 No Right 1.04 15 1 1.08 1.04 9 0 1.04 15 1 1.08 1.00 15 1 1.01 1.00 9 1.00 9 1 1.00 15 1 1.02 1 1.04 9 1 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 0 0 0 0 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 0.0 0.0 0.0 Prot 1 0.0 0.0 0.0 0.0 0.0 0.0 Perm 0.0 0.0 0.0 Prot 5 0.0 0.0 0.0 0.0 0.0 0.0 Perm 0.0 0.0 0.0 pm+pt 3 8 3 0.0 0.0 0.0 0.0 0.0 0.0 pm+pt 7 4 7 0.0 0.0 0.0 1 MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., 1 6 6 6 6 5 2 2 2 2 8 8 1 4 4 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 4100: Main Street & Mesa Dr. Lane Group Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn Spillback Cap Reductn EBL EBT 2/5/2010 EBR 5.0 16.0 16.0 9.0 22.0 22.0 14.0 37.0 37.0 11.7% 30.8% 30.8% 10.0 31.0 31.0 3.0 4.0 4.0 1.0 2.0 2.0 0.0 -2.0 -2.0 4.0 4.0 4.0 Lead Lag Lag Yes Yes Yes 3.0 3.0 3.0 None C-Max C-Max 5.0 5.0 11.0 11.0 0 0 8.8 33.0 33.0 0.07 0.28 0.28 0.52 0.95 0.18 83.6 58.0 12.7 0.0 0.0 0.0 83.6 58.0 12.7 F E B 54.8 D 10.0 31.0 31.0 Max Coord Coord 10.0 31.0 31.0 Max Coord Coord 9.9 31.0 31.0 Gap Coord Coord 8.3 31.0 31.0 Gap Coord Coord 0.0 31.0 31.0 Skip Coord Coord 61 338 36 2 10 1 128 715 69 25 139 13 30 166 16 0 0 0 54 242 8 m95 #549 m41 935 375 120 143 483 428 0 0 0 0 0 0 MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., WBL WBT WBR NBL NBT 5.0 16.0 16.0 9.0 22.0 22.0 14.0 37.0 37.0 11.7% 30.8% 30.8% 10.0 31.0 31.0 3.0 4.0 4.0 1.0 2.0 2.0 0.0 -2.0 -2.0 4.0 4.0 4.0 Lead Lag Lag Yes Yes Yes 3.0 3.0 3.0 None C-Max C-Max 5.0 5.0 11.0 11.0 0 0 10.0 36.2 36.2 0.08 0.30 0.30 1.08 0.44 0.30 147.8 31.6 5.2 0.0 0.0 0.0 147.8 31.6 5.2 F C A 55.8 E 10.0 31.0 31.0 Max Coord Coord 10.0 31.0 31.0 Max Coord Coord 10.0 31.1 31.1 Max Coord Coord 10.0 32.7 32.7 Max Coord Coord 10.0 45.0 45.0 Max Coord Coord 115 178 46 6 3 1 404 242 95 79 47 19 94 56 22 0 0 0 ~133 151 25 #267 232 47 656 350 250 143 529 566 0 0 0 0 0 0 8.0 12.0 19.0 15.8% 15.0 3.0 1.0 0.0 4.0 Lead Yes 3.0 None 23.0 29.0 48.0 40.0% 42.0 4.0 2.0 -2.0 4.0 Lag Yes 3.0 Max 5.0 11.0 0 45.5 0.38 0.86 42.6 0.3 42.9 D 41.4 D 42.0 MaxR 42.0 MaxR 42.0 MaxR 43.7 MaxR 47.7 MaxR 886 19 1313 255 304 42 403 #529 362 54.4 0.45 0.44 23.2 0.0 23.2 C 11.1 Gap 9.2 Gap 8.3 Gap 8.0 Min 8.0 Min 45 1 70 14 16 0 31 63 145 286 0 0 1248 0 15 NBR 0.0 0.0% 0.0 4.0 SBL SBT 8.0 12.0 21.0 17.5% 17.0 3.0 1.0 0.0 4.0 Lead Yes 3.0 None 23.0 29.0 50.0 41.7% 44.0 4.0 2.0 -2.0 4.0 Lag Yes 3.0 Max 5.0 11.0 0 52.1 0.43 0.87 38.7 0.0 38.7 D 42.1 D 47.9 MaxR 49.8 MaxR 50.7 MaxR 51.0 MaxR 51.0 MaxR 1063 24 1674 326 388 51 468 #636 606 64.9 0.54 0.88 58.8 0.1 59.0 E 17.0 Max 17.0 Max 17.0 Max 15.3 Gap 11.3 Gap 164 5 375 73 87 0 142 #279 205 313 0 1 SBR 0.0 0.0% 0.0 4.0 1498 0 0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 4100: Main Street & Mesa Dr. Lane Group Storage Cap Reductn Reduced v/c Ratio EBL 0 0.45 EBT 0 0.95 2/5/2010 EBR 0 0.18 WBL 0 1.08 WBT 0 0.44 WBR 0 0.30 NBL 0 0.30 NBT 0 0.87 NBR SBL 0 0.82 SBT 0 0.87 SBR Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 75 (63%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 90 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.08 Intersection Signal Delay: 45.8 Intersection LOS: D Intersection Capacity Utilization 87.6% ICU Level of Service E Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 4100: Main Street & Mesa Dr. MesaExt_2015 PM Peak_2ln w/ LRT HDR INC., Synchro 7 - Report Page 3 Lanes, Volumes, Timings 4100: Main Street & Mesa Dr. Lane Group Lane Configurations Volume (vph) Ideal Flow (vphpl) Lane Width (ft) Storage Length (ft) Storage Lanes Taper Length (ft) Lane Util. Factor Ped Bike Factor Frt Flt Protected Satd. Flow (prot) Flt Permitted Satd. Flow (perm) Right Turn on Red Satd. Flow (RTOR) Link Speed (mph) Link Distance (ft) Travel Time (s) Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor Bus Blockages (#/hr) Parking (#/hr) Adj. Flow (vph) Shared Lane Traffic (%) Lane Group Flow (vph) Enter Blocked Intersection Lane Alignment Median Width(ft) Link Offset(ft) Crosswalk Width(ft) Two way Left Turn Lane Headway Factor Turning Speed (mph) Number of Detectors Detector Template Leading Detector (ft) Trailing Detector (ft) Detector 1 Position(ft) Detector 1 Size(ft) Detector 1 Type Detector 1 Channel Detector 1 Extend (s) Detector 1 Queue (s) Detector 1 Delay (s) Turn Type Protected Phases Permitted Phases 2/5/2010 EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR 58 1900 11 240 1 25 1.00 1.00 917 1900 11 164 1900 11 0 0 0 0.95 189 1900 11 250 1 25 1.00 0.99 488 1900 11 121 1900 11 0 0 0 0.95 111 1900 12 145 1 25 1.00 742 1900 12 163 1900 12 0 0 0 0.95 286 1900 12 205 1 25 1.00 981 1900 12 49 1900 12 0 0 0 0.95 0.950 1711 0.950 1703 0.95 0.99 0.977 3088 0 3088 0 Yes 0.950 1711 0.950 1698 19 25 1015 27.7 5 0.95 0 61 0.95 6 3 965 0.95 0.99 0.970 3260 0 3260 0 Yes 0.950 1770 0.118 220 30 25 736 20.1 16 8 0.95 0 16 0.95 0 173 0.95 0.96 0.973 3275 0 3275 0 Yes 0.950 1770 0.105 196 22 35 436 8.5 0.95 6 5 10 0.95 0 1 0.95 0 199 514 127 0.95 1.00 0.993 3455 0 3455 0 Yes 5 35 601 11.7 0.95 4 98 3 0.95 0 98 0.95 0 0.95 8 1 5 0.95 0 117 781 172 301 1033 52 61 No Left 1138 No Left 11 0 16 0 No Right 199 No Left 641 No Left 11 0 16 0 No Right 117 No Left 953 No Left 12 0 16 0 No Right 301 No Left 1085 No Left 12 0 16 0 No Right 1.04 15 1 1.14 1.04 9 1.06 1.04 9 1.00 9 1.00 9 1 1.00 15 1 1.02 1 1.00 15 1 1.01 1 1.04 15 1 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 50 0 0 50 Cl+Ex 0.0 0.0 0.0 Prot 1 0.0 0.0 0.0 0.0 0.0 0.0 Prot 5 0.0 0.0 0.0 0.0 0.0 0.0 pm+pt 3 8 0.0 0.0 0.0 0.0 0.0 0.0 pm+pt 7 4 0.0 0.0 0.0 6 MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., 2 8 1 4 Synchro 7 - Report Page 1 Lanes, Volumes, Timings 4100: Main Street & Mesa Dr. Lane Group Detector Phase Switch Phase Minimum Initial (s) Minimum Split (s) Total Split (s) Total Split (%) Maximum Green (s) Yellow Time (s) All-Red Time (s) Lost Time Adjust (s) Total Lost Time (s) Lead/Lag Lead-Lag Optimize? Vehicle Extension (s) Recall Mode Walk Time (s) Flash Dont Walk (s) Pedestrian Calls (#/hr) Act Effct Green (s) Actuated g/C Ratio v/c Ratio Control Delay Queue Delay Total Delay LOS Approach Delay Approach LOS 90th %ile Green (s) 90th %ile Term Code 70th %ile Green (s) 70th %ile Term Code 50th %ile Green (s) 50th %ile Term Code 30th %ile Green (s) 30th %ile Term Code 10th %ile Green (s) 10th %ile Term Code Stops (vph) Fuel Used(gal) CO Emissions (g/hr) NOx Emissions (g/hr) VOC Emissions (g/hr) Dilemma Vehicles (#) Queue Length 50th (ft) Queue Length 95th (ft) Internal Link Dist (ft) Turn Bay Length (ft) Base Capacity (vph) Starvation Cap Reductn EBL 1 EBT 6 5.0 16.0 9.0 22.0 11.0 47.0 9.2% 39.2% 7.0 41.0 3.0 4.0 1.0 2.0 0.0 -2.0 4.0 4.0 Lead Lag Yes Yes 1.0 1.0 None C-Max 5.0 11.0 0 6.5 43.0 0.05 0.36 0.66 1.02 94.1 33.6 0.0 0.0 94.1 33.6 F C 36.7 D 7.0 41.0 Max Coord 7.0 41.0 Max Coord 7.0 41.0 Max Coord 6.4 41.0 Gap Coord 0.0 41.0 Skip Coord 54 730 2 20 127 1367 25 266 29 317 0 0 51 ~175 m57 m#588 935 240 100 1119 0 0 MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., 2/5/2010 EBR 0.0 0.0% -2.0 2.0 WBL 5 WBT 2 5.0 16.0 9.0 22.0 16.0 52.0 13.3% 43.3% 12.0 46.0 3.0 4.0 1.0 2.0 0.0 -2.0 4.0 4.0 Lead Lag Yes Yes 1.0 1.0 None C-Max 5.0 11.0 0 12.0 50.3 0.10 0.42 1.16 0.46 184.9 3.0 0.0 0.0 184.9 3.0 F A 46.1 D 12.0 46.0 Max Coord 12.0 46.0 Max Coord 12.0 46.0 Max Coord 12.0 46.6 Max Coord 12.0 57.0 Max Coord 154 59 9 4 621 309 121 60 144 72 0 0 ~188 27 #342 31 656 250 171 1384 0 0 WBR 0.0 0.0% -2.0 2.0 NBL 3 NBT 8 8.0 12.0 11.0 9.2% 7.0 3.0 1.0 0.0 4.0 Lead Yes 1.0 None 23.0 29.0 40.0 33.3% 34.0 4.0 2.0 -2.0 4.0 Lag Yes 1.0 Max 5.0 11.0 0 36.0 0.30 0.95 60.1 0.0 60.1 E 58.3 E 34.0 MaxR 34.0 MaxR 34.0 MaxR 34.0 MaxR 34.0 MaxR 800 20 1394 271 323 36 373 #511 356 43.0 0.36 0.69 43.9 0.0 43.9 D 7.0 Max 7.0 Max 7.0 Max 7.0 Max 7.0 Max 69 2 130 25 30 0 53 #119 145 169 0 998 0 NBR 0.0 0.0% 0.0 4.0 SBL 7 SBT 4 8.0 12.0 17.0 14.2% 13.0 3.0 1.0 0.0 4.0 Lead Yes 1.0 None 23.0 29.0 46.0 38.3% 40.0 4.0 2.0 -2.0 4.0 Lag Yes 1.0 Max 5.0 11.0 0 42.0 0.35 0.89 47.5 0.0 47.5 D 67.6 E 40.0 MaxR 40.0 MaxR 40.0 MaxR 40.0 MaxR 40.0 MaxR 923 21 1495 291 347 42 414 #540 521 53.0 0.44 1.17 140.0 0.0 140.0 F 13.0 Max 13.0 Max 13.0 Max 13.0 Max 13.0 Max 171 11 747 145 173 0 ~225 #405 205 257 0 SBR 0.0 0.0% 0.0 4.0 1213 0 Synchro 7 - Report Page 2 Lanes, Volumes, Timings 4100: Main Street & Mesa Dr. Lane Group Spillback Cap Reductn Storage Cap Reductn Reduced v/c Ratio EBL 0 0 0.61 EBT 0 0 1.02 2/5/2010 EBR WBL 0 0 1.16 WBT 0 0 0.46 WBR NBL 0 0 0.69 NBT 0 0 0.95 NBR SBL 0 0 1.17 SBT 0 0 0.89 SBR Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 120 Offset: 10 (8%), Referenced to phase 2:WBT and 6:EBT, Start of Green Natural Cycle: 120 Control Type: Actuated-Coordinated Maximum v/c Ratio: 1.17 Intersection Signal Delay: 53.1 Intersection LOS: D Intersection Capacity Utilization 97.2% ICU Level of Service F Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. m Volume for 95th percentile queue is metered by upstream signal. Splits and Phases: 4100: Main Street & Mesa Dr. MesaExt_2009 splitphase DTN 120sec w/ LRT HDR INC., Synchro 7 - Report Page 3 Appendix D. CAL3QHC Output Files CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: BROADWAY & ALMA SCHOOL NO BUILD PAGE 1 RUN: MESA LRT EXTENSION NO BUILD DATE : 4/12/10 TIME : 13: 3:25 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. AS NB LT Q * -2.0 -107.0 -2.0 -151.5 * 45. 180. AG 168. 100.0 0.0 24.0 0.43 2.3 2. AS NB TH APP * 25.0 0.0 25.0 -985.0 * 985. 180. AG 974. 5.5 0.0 61.0 3. AS NB TH DEP * 25.0 0.0 25.0 985.0 * 985. 360. AG 1579. 5.5 0.0 61.0 4. AS NB TH Q * 25.0 -110.0 25.0 -260.6 * 151. 180. AG 195. 100.0 0.0 41.0 0.25 7.7 5. AS NB R APP * 65.0 0.0 65.0 -985.0 * 985. 180. AG 215. 5.5 0.0 32.0 6. AS NB R Q * 65.0 0.0 65.0 -99.9 * 100. 180. AG 65. 100.0 0.0 12.0 0.53 5.1 7. AS SB LT Q * 0.0 92.0 0.0 208.2 * 116. 360. AG 148. 100.0 0.0 26.0 0.40 5.9 8. AS SB TH APP * -35.0 0.0 -35.0 985.0 * 985. 360. AG 1674. 5.5 0.0 65.0 9. AS SB TH DEP * -35.0 0.0 -35.0 985.0 * 985. 360. AG 2104. 5.5 0.0 65.0 10. AS SB TH Q * -35.0 90.0 -35.0 309.7 * 220. 360. AG 165. 100.0 0.0 45.0 0.31 11.2 11. B EB LT Q * -94.0 0.0 -193.2 0.0 * 99. 270. AG 147. 100.0 0.0 24.0 0.33 5.0 12. B EB TH APP * 0.0 -35.0 -985.0 -35.0 * 985. 270. AG 1634. 5.8 0.0 62.0 13. B EB TH DEP * 0.0 -35.0 985.0 -35.0 * 985. 90. AG 2287. 5.8 0.0 62.0 14. B EB TH Q * -93.0 -35.0 -316.1 -35.0 * 223. 270. AG 172. 100.0 0.0 42.0 0.31 11.3 15. AS EB R APP * 0.0 -67.0 -985.0 -67.0 * 985. 270. AG 291. 5.5 0.0 32.0 16. AS EB R Q * -93.0 -67.0 -212.3 -67.0 * 119. 270. AG 57. 100.0 0.0 12.0 0.54 6.1 17. B WB LT Q * 95.0 0.0 198.6 0.0 * 104. 90. AG 157. 100.0 0.0 24.0 0.50 5.3 18. B WB TH APP * 0.0 33.0 985.0 33.0 * 985. 90. AG 1002. 5.5 0.0 62.0 19. B WB TH DEP * 0.0 33.0 -985.0 33.0 * 985. 270. AG 1153. 5.5 0.0 62.0 20. B WB TH Q * 92.0 33.0 241.8 33.0 * 150. 90. AG 188. 100.0 0.0 42.0 0.24 7.6 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. AS NB LT Q * 120 110 2.0 148 3433 34.20 2 3 4. AS NB TH Q * 120 85 2.0 974 5085 34.20 2 3 6. AS NB R Q * 120 85 2.0 215 1583 34.20 2 3 7. AS SB LT Q * 120 97 2.0 438 3433 34.20 2 3 10. AS SB TH Q * 120 72 2.0 1674 4914 34.20 2 3 11. B EB LT Q * 120 96 2.0 379 3433 34.20 2 3 14. B EB TH Q * 120 75 2.0 1634 5085 34.20 2 3 16. AS EB R Q * 120 75 2.0 291 1583 34.20 2 3 17. B WB LT Q * 120 103 2.0 368 3433 34.20 2 3 20. B WB TH Q * 120 82 2.0 1002 4912 34.20 2 3 1 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 75.0 77.0 5.9 * 2. REC 2 (N 25) * 75.0 159.0 5.9 * 3. REC 3 (N 50) * 75.0 241.0 5.9 * 4. REC 4 (E 25) * 157.0 77.0 5.9 * 5. REC 5 (E 50) * 239.0 77.0 5.9 * 6. REC 6 (N 25 E 25) * 157.0 159.0 5.9 * 7. REC 7 (N 25 E 50) * 239.0 159.0 5.9 * 8. REC 8 (N 50 E 25) * 157.0 241.0 5.9 * 9. REC 9 (N 50 E 50) * 239.0 241.0 5.9 * 10. REC 10(SE CORNER) * 85.0 -75.0 5.9 * 11. REC 11(S 25) * 85.0 -157.0 5.9 * 12. REC 12(S 50) * 85.0 -239.0 5.9 * 13. REC 13(E 25) * 167.0 -157.0 5.9 * 14. REC 14(E 50) * 249.0 -157.0 5.9 * 15. REC 15(S 25 E 25) * 167.0 -239.0 5.9 * 16. REC 16(S 25 E 50) * 249.0 -239.0 5.9 * 17. REC 17(S 50 E 25) * 167.0 -239.0 5.9 * 18. REC 18(S 50 E 50) * 249.0 -239.0 5.9 * 19. REC 19(SW CORNER) * -75.0 -94.0 5.9 * 20. REC 20(S 25) * -75.0 -176.0 5.9 * 21. REC 21(S 50) * -75.0 -258.0 5.9 * 22. REC 22(W 25) * -157.0 -94.0 5.9 * 23. REC 23(W 50) * -239.0 -94.0 5.9 * 24. REC 24(S 25 W 25) * -157.0 -176.0 5.9 * 25. REC 25(S 25 W 50) * -239.0 -176.0 5.9 * 26. REC 26(S 50 W 25) * -157.0 -258.0 5.9 * 27. REC 27(S 50 W 50) * -239.0 -258.0 5.9 * 28. REC 28(NW CORNER) * -74.0 75.0 5.9 * 29. REC 29(N 25) * -74.0 157.0 5.9 * 30. REC 30(N 50) * -74.0 239.0 5.9 * 31. REC 31(W 25) * -156.0 75.0 5.9 * 32. REC 32(W 50) * -238.0 75.0 5.9 * 33. REC 33(N 25 W 25) * -156.0 157.0 5.9 * 34. REC 34(N 25 W 50) * -238.0 157.0 5.9 * 35. REC 35(N 50 W 25) * -156.0 239.0 5.9 * 36. REC 36(N 50 W 50) * -238.0 239.0 6.0 * 2 PAGE JOB: BROADWAY & ALMA SCHOOL NO BUILD 4 RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.4 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 1.1 0.9 0.5 0.6 0.4 0.3 0.2 0.3 0.2 1.0 0.9 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.6 0.3 0.5 0.3 0.2 0.1 0.2 0.1 1.2 0.7 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.5 0.3 0.4 0.3 0.1 0.1 0.1 0.1 1.1 0.5 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.5 0.2 0.3 0.3 0.1 0.1 0.1 0.1 0.5 0.4 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.5 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.6 0.4 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.3 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.7 0.8 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.3 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.7 0.8 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.3 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.8 0.7 80. * 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.7 0.2 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.5 0.6 90. * 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.4 0.1 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.5 0.5 100. * 0.7 0.2 0.0 0.5 0.4 0.2 0.2 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 110. * 0.9 0.2 0.2 0.6 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 120. * 1.0 0.3 0.2 0.7 0.4 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 130. * 1.0 0.4 0.2 0.8 0.4 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 140. * 1.0 0.5 0.3 1.0 0.4 0.3 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 150. * 0.8 0.5 0.3 0.9 0.3 0.3 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 160. * 0.6 0.5 0.3 0.9 0.4 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 170. * 0.5 0.4 0.4 0.9 0.5 0.5 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 180. * 0.6 0.6 0.5 0.9 0.6 0.5 0.3 0.4 0.3 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 190. * 0.6 0.5 0.5 1.0 0.6 0.7 0.4 0.6 0.3 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 200. * 0.6 0.6 0.5 1.1 0.9 0.7 0.6 0.4 0.4 0.6 0.4 0.3 0.1 0.0 0.1 0.0 0.1 0.0 0.0 0.0 210. * 0.6 0.5 1.0 1.1 1.0 0.5 0.7 0.2 0.4 0.7 0.4 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 220. * 0.5 0.8 1.2 1.1 1.3 0.3 0.6 0.4 0.2 0.6 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 230. * 0.8 1.1 1.2 1.0 1.2 0.4 0.3 0.8 0.3 0.6 0.5 0.1 0.2 0.0 0.1 0.0 0.1 0.0 0.0 0.0 240. * 1.0 1.1 1.0 0.9 1.1 0.6 0.5 0.8 0.8 0.5 0.5 0.2 0.2 0.1 0.1 0.0 0.1 0.0 0.0 0.0 250. * 1.0 1.2 1.0 0.8 1.0 0.8 0.6 0.7 0.7 0.4 0.5 0.3 0.3 0.1 0.1 0.0 0.1 0.0 0.0 0.0 260. * 1.1 1.1 0.7 0.8 0.8 0.7 0.7 0.5 0.5 0.6 0.5 0.4 0.3 0.1 0.2 0.1 0.2 0.1 0.1 0.0 270. * 0.8 0.9 0.7 0.7 0.7 0.5 0.5 0.4 0.4 0.8 0.7 0.4 0.4 0.2 0.3 0.1 0.3 0.1 0.3 0.0 280. * 0.8 0.9 0.7 0.6 0.5 0.5 0.5 0.4 0.4 1.2 0.8 0.6 0.7 0.4 0.4 0.2 0.4 0.2 0.8 0.1 290. * 0.8 0.9 0.7 0.5 0.5 0.5 0.4 0.4 0.3 1.1 0.9 0.7 0.5 0.4 0.5 0.3 0.5 0.3 0.9 0.3 300. * 0.9 0.8 0.6 0.5 0.4 0.4 0.4 0.3 0.3 1.0 0.9 0.8 0.5 0.3 0.6 0.4 0.6 0.4 1.1 0.3 310. * 0.9 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.3 1.1 0.7 0.9 0.5 0.6 0.5 0.1 0.5 0.1 1.0 0.4 320. * 1.0 0.8 0.6 0.4 0.3 0.3 0.3 0.3 0.3 1.3 0.7 0.8 0.6 0.9 0.4 0.5 0.4 0.5 0.9 0.4 330. * 1.0 0.8 0.7 0.3 0.3 0.3 0.3 0.3 0.3 1.5 0.7 0.9 0.6 0.9 0.5 0.7 0.5 0.7 0.9 0.5 340. * 0.9 0.7 0.7 0.3 0.3 0.3 0.3 0.3 0.2 1.3 1.1 0.9 0.9 0.8 0.5 0.6 0.5 0.6 0.6 0.4 350. * 0.6 0.6 0.5 0.3 0.0 0.3 0.0 0.2 0.0 1.3 0.9 0.8 0.8 0.5 0.6 0.3 0.6 0.3 0.8 0.6 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 1.1 1.2 1.2 1.1 1.3 0.8 0.7 0.8 0.8 1.5 1.1 0.9 0.9 0.9 0.6 0.7 0.6 0.7 1.2 0.9 DEGR. * 260 250 220 200 220 250 260 230 240 330 340 310 340 320 300 330 300 330 10 0 3 PAGE JOB: BROADWAY & ALMA SCHOOL NO BUILD RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.7 1.1 0.6 0.7 0.4 0.5 0.2 1.0 0.9 0.8 0.2 0.0 0.2 0.0 0.1 0.0 10. * 0.5 1.4 0.8 1.0 0.6 0.6 0.4 1.4 1.3 1.1 0.3 0.2 0.3 0.1 0.2 0.1 20. * 0.7 1.4 1.1 0.9 0.9 0.6 0.7 1.7 1.5 1.3 0.5 0.3 0.4 0.3 0.4 0.2 30. * 0.5 1.4 1.1 0.6 0.9 0.4 0.6 1.5 1.4 1.2 0.6 0.3 0.6 0.3 0.4 0.3 40. * 0.6 1.3 1.2 0.3 0.7 0.1 0.3 1.5 1.4 1.3 0.6 0.4 0.5 0.3 0.4 0.3 50. * 0.6 1.0 1.4 0.3 0.3 0.4 0.1 1.4 1.4 1.2 0.7 0.4 0.6 0.4 0.5 0.3 60. * 0.5 0.9 1.2 0.4 0.3 0.3 0.2 1.2 1.2 1.1 0.7 0.4 0.6 0.4 0.5 0.3 70. * 0.4 0.8 0.9 0.6 0.2 0.4 0.2 0.9 1.2 1.0 0.7 0.5 0.7 0.4 0.6 0.4 80. * 0.4 0.6 0.8 0.5 0.2 0.3 0.2 1.0 1.2 1.0 0.6 0.5 0.7 0.5 0.6 0.4 90. * 0.2 0.4 0.4 0.4 0.2 0.2 0.1 1.0 1.3 1.1 0.9 0.8 0.7 0.5 0.6 0.4 100. * 0.2 0.4 0.2 0.3 0.1 0.1 0.0 1.4 1.5 1.0 0.9 0.8 1.0 0.8 0.8 0.6 110. * 0.1 0.3 0.1 0.2 0.1 0.1 0.0 1.2 1.5 1.3 0.9 0.6 1.0 0.7 0.9 0.7 120. * 0.1 0.3 0.1 0.2 0.0 0.1 0.0 1.2 1.8 1.5 0.6 0.6 0.8 0.4 1.0 0.7 130. * 0.1 0.2 0.0 0.1 0.0 0.1 0.0 1.1 1.7 1.8 0.8 0.8 0.6 0.4 0.9 0.4 140. * 0.1 0.2 0.0 0.1 0.0 0.1 0.0 1.1 1.5 1.8 0.7 0.7 0.5 0.5 0.6 0.2 150. * 0.1 0.1 0.0 0.1 0.0 0.1 0.0 1.1 1.4 1.6 0.8 0.6 0.5 0.5 0.4 0.4 160. * 0.1 0.1 0.0 0.1 0.0 0.1 0.0 0.9 1.4 1.6 0.9 0.5 0.6 0.4 0.6 0.4 170. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.8 1.0 1.2 0.7 0.5 0.4 0.3 0.4 0.3 180. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.8 0.7 0.7 0.5 0.4 0.3 0.4 0.3 190. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 0.6 0.7 0.5 0.4 0.3 0.3 0.3 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 0.4 0.6 0.5 0.3 0.3 0.3 0.2 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.4 0.3 0.6 0.5 0.3 0.2 0.3 0.2 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.4 0.3 0.5 0.4 0.3 0.2 0.2 0.2 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.3 0.2 0.6 0.4 0.2 0.2 0.2 0.2 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.2 0.5 0.4 0.2 0.2 0.2 0.2 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.2 0.5 0.5 0.2 0.2 0.2 0.1 260. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.4 0.2 0.0 0.4 0.3 0.2 0.1 0.0 0.0 270. * 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 280. * 0.0 0.6 0.4 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.1 0.8 0.6 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.1 0.9 0.6 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.3 0.9 0.6 0.3 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.2 0.8 0.6 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.2 0.7 0.6 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.2 0.8 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.4 0.8 0.6 0.5 0.4 0.2 0.2 0.4 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.7 1.4 1.4 1.0 0.9 0.6 0.7 1.7 1.8 1.8 0.9 0.8 1.0 0.8 1.0 0.7 DEGR. * 0 10 50 10 20 10 20 20 120 130 90 90 100 100 120 110 THE HIGHEST CONCENTRATION OF 1.80 PPM OCCURRED AT RECEPTOR REC29. 4 5 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: MAIN & ALMA SCHOOL NO BUILD PAGE 1 RUN: MESA LRT EXTENSION NO BUILD DATE : 4/12/10 TIME : 13: 3:49 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. AS NB LT Q * 0.0 -90.0 0.0 -142.2 * 52. 180. AG 161. 100.0 0.0 24.0 0.29 2.7 2. AS NB TH APP * 32.0 0.0 32.0 -985.0 * 985. 180. AG 1139. 5.5 0.0 61.0 3. AS NB TH DEP * 32.0 0.0 32.0 985.0 * 985. 360. AG 1158. 5.5 0.0 61.0 4. AS NB TH Q * 32.0 -87.0 32.0 -246.6 * 160. 180. AG 177. 100.0 0.0 41.0 0.24 8.1 5. AS SB LT Q * 0.0 96.0 0.0 166.7 * 71. 360. AG 154. 100.0 0.0 24.0 0.30 3.6 6. AS SB TH APP * -32.0 0.0 -32.0 985.0 * 985. 360. AG 1773. 5.5 0.0 61.0 7. AS SB TH DEP * -32.0 0.0 -32.0 -985.0 * 985. 180. AG 2134. 5.5 0.0 61.0 8. AS SB TH Q * -32.0 96.0 -32.0 331.9 * 236. 360. AG 167. 100.0 0.0 41.0 0.33 12.0 9. M EB LT Q * -84.0 6.0 -137.5 6.0 * 54. 270. AG 79. 100.0 0.0 12.0 0.50 2.7 10. M EB TH APP * 0.0 -13.0 -985.0 -13.0 * 985. 270. AG 697. 5.6 0.0 48.0 11. M EB TH DEP * 0.0 -13.0 985.0 -13.0 * 985. 90. AG 1150. 5.6 0.0 48.0 12. M EB TH Q * -85.0 -13.0 -250.6 -13.0 * 166. 270. AG 133. 100.0 0.0 26.0 0.41 8.4 13. M EB R APP * 0.0 -60.0 -985.0 -60.0 * 985. 270. AG 172. 5.6 0.0 38.0 14. M EB R Q * -87.0 -57.0 -168.8 -57.0 * 82. 270. AG 67. 100.0 0.0 18.0 0.45 4.2 15. M WB LT Q * 85.0 10.0 253.0 10.0 * 168. 90. AG 73. 100.0 0.0 10.0 0.91 8.5 16. M WB TH APP * 0.0 35.0 985.0 35.0 * 985. 90. AG 599. 5.6 0.0 46.0 17. M WB TH DEP * 0.0 35.0 -985.0 35.0 * 985. 270. AG 754. 5.6 0.0 46.0 18. M WB TH Q * 85.0 35.0 214.2 35.0 * 129. 90. AG 121. 100.0 0.0 26.0 0.29 6.6 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. AS NB LT Q * 120 105 2.0 183 3433 34.20 2 3 4. AS NB TH Q * 120 77 2.0 1139 4896 34.20 2 3 5. AS SB LT Q * 120 101 2.0 257 3433 34.20 2 3 8. AS SB TH Q * 120 73 2.0 1773 5018 34.20 2 3 9. M EB LT Q * 120 103 2.0 95 1770 34.20 2 3 12. M EB TH Q * 120 87 2.0 697 3497 34.20 2 3 14. M EB R Q * 120 87 2.0 172 1583 34.20 2 3 15. M WB LT Q * 120 95 2.0 281 1770 34.20 2 3 18. M WB TH Q * 120 79 2.0 599 3352 34.20 2 3 5 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 75.0 80.0 5.9 * 2. REC 2 (N 25) * 75.0 162.0 5.9 * 3. REC 3 (N 50) * 75.0 244.0 5.9 * 4. REC 4 (E 25) * 157.0 80.0 5.9 * 5. REC 5 (E 50) * 239.0 80.0 5.9 * 6. REC 6 (N 25 E 25) * 157.0 162.0 5.9 * 7. REC 7 (N 25 E 50) * 239.0 162.0 5.9 * 8. REC 8 (N 50 E 25) * 157.0 244.0 5.9 * 9. REC 9 (N 50 E 50) * 239.0 244.0 5.9 * 10. REC 10(SE CORNER) * 68.0 -75.0 5.9 * 11. REC 11(S 25) * 68.0 -157.0 5.9 * 12. REC 12(S 50) * 68.0 -239.0 5.9 * 13. REC 13(E 25) * 150.0 -75.0 5.9 * 14. REC 14(E 50) * 232.0 -75.0 5.9 * 15. REC 15(S 25 E 25) * 150.0 -157.0 5.9 * 16. REC 16(S 25 E 50) * 232.0 -157.0 5.9 * 17. REC 17(S 50 E 25) * 150.0 -239.0 5.9 * 18. REC 18(S 50 E 50) * 232.0 -239.0 5.9 * 19. REC 19(SW CORNER) * -70.0 -70.0 5.9 * 20. REC 20(S 25) * -70.0 -152.0 5.9 * 21. REC 21(S 50) * -70.0 -234.0 5.9 * 22. REC 22(W 25) * -152.0 -70.0 5.9 * 23. REC 23(W 50) * -234.0 -70.0 5.9 * 24. REC 24(S 25 W 25) * -152.0 -152.0 5.9 * 25. REC 25(S 25 W 50) * -234.0 -152.0 5.9 * 26. REC 26(S 50 W 25) * -152.0 -234.0 5.9 * 27. REC 27(S 50 W 50) * -234.0 -234.0 5.9 * 28. REC 28(NW CORNER) * -72.0 62.0 5.9 * 29. REC 29(N 25) * -72.0 144.0 5.9 * 30. REC 30(N 50) * -72.0 226.0 5.9 * 31. REC 31(W 25) * -154.0 62.0 5.9 * 32. REC 32(W 50) * -236.0 62.0 5.9 * 33. REC 33(N 25 W 25) * -154.0 144.0 5.9 * 34. REC 34(N 25 W 50) * -236.0 144.0 5.9 * 35. REC 35(N 50 W 25) * -154.0 226.0 5.9 * 36. REC 36(N 50 W 50) * -236.0 226.0 6.0 * 6 PAGE JOB: MAIN & ALMA SCHOOL NO BUILD 3 RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 0.5 0.3 0.2 0.2 0.1 0.2 0.1 0.8 0.6 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 0.3 0.3 0.1 0.2 0.1 0.1 0.1 1.0 0.7 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.3 0.1 0.1 0.1 0.1 0.1 0.8 0.7 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.1 0.3 0.1 0.1 0.1 0.1 0.1 0.7 0.5 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.6 0.7 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.6 0.9 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.7 0.8 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.3 0.3 0.1 0.1 0.0 0.0 0.8 0.9 80. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.6 0.8 90. * 0.2 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.6 0.7 100. * 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.6 110. * 0.4 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 120. * 0.5 0.1 0.1 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.6 130. * 0.6 0.2 0.1 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.7 140. * 0.5 0.2 0.1 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.6 150. * 0.5 0.2 0.1 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 160. * 0.5 0.2 0.1 0.5 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 170. * 0.4 0.3 0.1 0.5 0.2 0.2 0.1 0.1 0.0 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.6 180. * 0.6 0.5 0.4 0.5 0.3 0.2 0.1 0.1 0.0 0.5 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 190. * 0.8 0.6 0.6 0.8 0.3 0.5 0.2 0.4 0.2 0.9 0.7 0.5 0.2 0.0 0.2 0.0 0.2 0.0 0.2 0.2 200. * 0.7 0.6 0.5 0.8 0.6 0.5 0.4 0.3 0.3 1.0 0.8 0.5 0.2 0.2 0.2 0.2 0.2 0.2 0.1 0.1 210. * 0.7 0.4 0.6 0.8 0.7 0.5 0.5 0.2 0.4 0.9 0.8 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 220. * 0.6 0.5 0.7 0.8 0.8 0.2 0.5 0.3 0.1 1.0 0.9 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.0 0.0 230. * 0.5 0.7 0.6 0.6 0.8 0.3 0.2 0.4 0.1 1.0 0.9 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 240. * 0.8 0.8 0.5 0.5 0.6 0.3 0.0 0.4 0.3 0.9 0.9 0.5 0.4 0.3 0.4 0.3 0.2 0.2 0.0 0.0 250. * 0.6 0.8 0.5 0.6 0.5 0.5 0.2 0.3 0.3 0.8 0.8 0.6 0.5 0.3 0.4 0.3 0.2 0.2 0.0 0.0 260. * 0.6 0.7 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.6 0.8 0.7 0.4 0.3 0.4 0.3 0.3 0.2 0.2 0.0 270. * 0.5 0.6 0.5 0.4 0.4 0.4 0.3 0.3 0.3 0.8 1.0 0.7 0.4 0.3 0.4 0.3 0.3 0.3 0.3 0.0 280. * 0.5 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.7 0.9 0.8 0.5 0.4 0.5 0.3 0.4 0.3 0.6 0.0 290. * 0.6 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.7 1.1 0.8 0.6 0.1 0.7 0.3 0.4 0.3 0.7 0.1 300. * 0.7 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.6 1.3 0.9 0.3 0.3 0.4 0.1 0.4 0.3 0.6 0.1 310. * 0.7 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.6 1.2 1.0 0.4 0.6 0.3 0.2 0.5 0.3 0.5 0.2 320. * 0.7 0.6 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.5 0.9 1.1 0.4 0.6 0.4 0.4 0.3 0.1 0.5 0.2 330. * 0.7 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.7 0.9 1.1 0.5 0.6 0.4 0.5 0.4 0.3 0.5 0.2 340. * 0.5 0.5 0.4 0.2 0.2 0.2 0.2 0.2 0.1 0.7 0.9 1.1 0.6 0.5 0.4 0.4 0.3 0.3 0.4 0.1 350. * 0.3 0.3 0.3 0.2 0.0 0.2 0.0 0.1 0.0 0.7 0.8 0.8 0.5 0.3 0.4 0.2 0.3 0.1 0.5 0.4 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 0.8 0.8 0.7 0.8 0.8 0.5 0.5 0.4 0.4 1.0 1.3 1.1 0.6 0.6 0.7 0.5 0.5 0.3 1.0 0.9 DEGR. * 190 240 220 190 220 190 210 190 210 200 300 320 290 310 290 330 310 270 10 50 7 PAGE JOB: MAIN & ALMA SCHOOL NO BUILD RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.5 0.7 0.4 0.3 0.1 0.2 0.1 0.5 0.5 0.4 0.1 0.0 0.1 0.0 0.0 0.0 10. * 0.7 0.8 0.5 0.5 0.2 0.4 0.2 0.9 0.8 0.7 0.1 0.1 0.1 0.0 0.1 0.0 20. * 0.8 1.1 0.6 0.5 0.3 0.4 0.4 0.9 0.9 0.8 0.4 0.1 0.3 0.1 0.2 0.1 30. * 0.7 1.1 0.7 0.5 0.4 0.3 0.4 1.0 1.0 0.9 0.5 0.2 0.4 0.2 0.3 0.1 40. * 0.9 0.9 0.7 0.3 0.4 0.2 0.2 0.8 0.9 0.8 0.4 0.3 0.4 0.2 0.3 0.2 50. * 0.8 0.7 0.7 0.1 0.3 0.6 0.1 0.8 0.8 0.8 0.4 0.3 0.4 0.3 0.3 0.2 60. * 0.7 0.7 0.4 0.4 0.1 0.5 0.3 0.6 0.8 0.8 0.5 0.3 0.4 0.3 0.4 0.3 70. * 0.7 0.7 0.6 0.6 0.2 0.5 0.3 0.6 0.9 0.8 0.4 0.2 0.4 0.2 0.4 0.2 80. * 0.6 0.5 0.6 0.6 0.3 0.4 0.2 0.5 0.9 0.8 0.4 0.3 0.5 0.2 0.4 0.2 90. * 0.6 0.7 0.4 0.4 0.2 0.4 0.2 0.8 1.0 0.8 0.5 0.3 0.5 0.2 0.4 0.2 100. * 0.5 0.6 0.2 0.4 0.2 0.4 0.1 0.8 1.1 0.8 0.4 0.4 0.6 0.3 0.4 0.2 110. * 0.4 0.5 0.2 0.4 0.2 0.3 0.1 0.7 1.2 0.9 0.4 0.6 0.5 0.2 0.6 0.3 120. * 0.4 0.4 0.3 0.4 0.1 0.3 0.1 0.5 1.2 1.0 0.7 0.6 0.3 0.1 0.6 0.3 130. * 0.5 0.4 0.2 0.3 0.2 0.3 0.2 0.6 0.9 1.1 0.8 0.8 0.2 0.3 0.6 0.1 140. * 0.5 0.4 0.2 0.3 0.2 0.3 0.2 0.6 0.8 1.1 0.8 0.7 0.5 0.5 0.2 0.1 150. * 0.5 0.3 0.2 0.3 0.2 0.3 0.1 0.8 0.8 0.9 0.9 0.6 0.4 0.4 0.4 0.3 160. * 0.6 0.3 0.1 0.3 0.1 0.3 0.1 1.0 0.8 1.1 0.8 0.5 0.6 0.3 0.3 0.2 170. * 0.6 0.1 0.1 0.1 0.1 0.1 0.1 0.9 0.7 0.9 0.6 0.5 0.5 0.3 0.3 0.2 180. * 0.4 0.1 0.0 0.1 0.0 0.1 0.0 0.8 0.5 0.6 0.5 0.3 0.3 0.2 0.2 0.1 190. * 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.3 0.4 0.3 0.2 0.1 0.1 0.0 200. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.4 0.3 0.2 0.1 0.1 0.0 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.1 0.4 0.2 0.2 0.1 0.0 0.0 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.0 0.4 0.2 0.1 0.1 0.0 0.0 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.2 0.0 0.4 0.3 0.1 0.1 0.0 0.0 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.0 0.4 0.3 0.1 0.1 0.0 0.0 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 260. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.0 0.0 0.0 270. * 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 280. * 0.0 0.4 0.3 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.0 0.5 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.0 0.6 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.0 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.1 0.6 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.1 0.6 0.3 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.3 0.6 0.3 0.1 0.1 0.1 0.0 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.9 1.1 0.7 0.6 0.4 0.6 0.4 1.0 1.2 1.1 0.9 0.8 0.6 0.5 0.6 0.3 DEGR. * 40 20 30 70 30 50 20 30 110 130 150 130 100 140 110 60 THE HIGHEST CONCENTRATION OF 1.30 PPM OCCURRED AT RECEPTOR REC11. 8 4 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: UNIVERSITY & COUNTRY CLUB 2 LANE PAGE 1 RUN: MESA LRT EXTENSION NO BUILD DATE : 4/12/10 TIME : 13: 4:10 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. CC NB LT Q * 0.0 -69.0 0.0 -110.8 * 42. 180. AG 156. 100.0 0.0 20.0 0.24 2.1 2. CC NB TH APP * 36.0 0.0 36.0 -985.0 * 985. 180. AG 1329. 5.5 0.0 53.0 3. CC NB TH DEP * 36.0 0.0 36.0 985.0 * 985. 360. AG 1562. 5.5 0.0 53.0 4. CC NB TH Q * 36.0 -69.0 36.0 -226.5 * 157. 180. AG 179. 100.0 0.0 33.0 0.29 8.0 5. CC SB LT Q * 0.0 82.0 0.0 165.2 * 83. 360. AG 156. 100.0 0.0 18.0 0.47 4.2 6. CC SB TH APP * -35.0 0.0 -35.0 985.0 * 985. 360. AG 1331. 5.5 0.0 53.0 7. CC SB TH DEP * -35.0 0.0 -35.0 -985.0 * 985. 180. AG 1543. 5.5 0.0 53.0 8. CC SB TH Q * -35.0 82.0 -35.0 239.5 * 157. 360. AG 179. 100.0 0.0 33.0 0.29 8.0 9. U EB LT Q * -72.0 0.0 -138.5 0.0 * 66. 270. AG 156. 100.0 0.0 20.0 0.38 3.4 10. U EB TH APP * 0.0 -33.0 -985.0 -33.0 * 985. 270. AG 1233. 5.8 0.0 53.0 11. U EB TH DEP * 0.0 -33.0 985.0 -33.0 * 985. 90. AG 1638. 5.8 0.0 53.0 12. U EB TH Q * -72.0 -33.0 -218.1 -33.0 * 146. 270. AG 179. 100.0 0.0 33.0 0.27 7.4 13. U WB LT Q * 70.0 2.0 108.6 2.0 * 39. 90. AG 156. 100.0 0.0 20.0 0.22 2.0 14. U WB TH APP * 0.0 35.0 985.0 35.0 * 985. 90. AG 809. 5.6 0.0 53.0 15. U WB TH DEP * 0.0 35.0 -985.0 35.0 * 985. 270. AG 951. 5.6 0.0 53.0 16. U WB TH Q * 70.0 35.0 165.6 35.0 * 96. 90. AG 179. 100.0 0.0 33.0 0.18 4.9 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. CC NB LT Q * 100 85 2.0 180 3433 34.20 2 3 4. CC NB TH Q * 100 65 2.0 1329 4958 34.20 2 3 5. CC SB LT Q * 100 85 2.0 359 3433 34.20 2 3 8. CC SB TH Q * 100 65 2.0 1331 5009 34.20 2 3 9. U EB LT Q * 100 85 2.0 286 3433 34.20 2 3 12. U EB TH Q * 100 65 2.0 1233 4979 34.20 2 3 13. U WB LT Q * 100 85 2.0 167 3433 34.20 2 3 16. U WB TH Q * 100 65 2.0 809 4928 34.20 2 3 9 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 75.0 77.0 5.9 * 2. REC 2 (N 25) * 75.0 159.0 5.9 * 3. REC 3 (N 50) * 75.0 241.0 5.9 * 4. REC 4 (E 25) * 157.0 77.0 5.9 * 5. REC 5 (E 50) * 239.0 77.0 5.9 * 6. REC 6 (N 25 E 25) * 157.0 159.0 5.9 * 7. REC 7 (N 25 E 50) * 239.0 159.0 5.9 * 8. REC 8 (N 50 E 25) * 157.0 241.0 5.9 * 9. REC 9 (N 50 E 50) * 239.0 241.0 5.9 * 10. REC 10(SE CORNER) * 73.0 -74.0 5.9 * 11. REC 11(S 25) * 73.0 -156.0 5.9 * 12. REC 12(S 50) * 73.0 -238.0 5.9 * 13. REC 13(E 25) * 155.0 -74.0 5.9 * 14. REC 14(E 50) * 237.0 -74.0 5.9 * 15. REC 15(S 25 E 25) * 155.0 -156.0 5.9 * 16. REC 16(S 25 E 50) * 237.0 -156.0 5.9 * 17. REC 17(S 50 E 25) * 155.0 -238.0 5.9 * 18. REC 18(S 50 E 50) * 237.0 -238.0 5.9 * 19. REC 19(SW CORNER) * -72.0 -77.0 5.9 * 20. REC 20(S 25) * -72.0 -159.0 5.9 * 21. REC 21(S 50) * -72.0 -241.0 5.9 * 22. REC 22(W 25) * -154.0 -77.0 5.9 * 23. REC 23(W 50) * -236.0 -77.0 5.9 * 24. REC 24(S 25 W 25) * -154.0 -159.0 5.9 * 25. REC 25(S 25 W 50) * -236.0 -159.0 5.9 * 26. REC 26(S 50 W 25) * -154.0 -241.0 5.9 * 27. REC 27(S 50 W 50) * -236.0 -241.0 5.9 * 28. REC 28(NW CORNER) * -70.0 77.0 5.9 * 29. REC 29(N 25) * -70.0 159.0 5.9 * 30. REC 30(N 50) * -70.0 241.0 5.9 * 31. REC 31(W 25) * -152.0 77.0 5.9 * 32. REC 32(W 50) * -234.0 77.0 5.9 * 33. REC 33(N 25 W 25) * -152.0 159.0 5.9 * 34. REC 34(N 25 W 50) * -234.0 159.0 5.9 * 35. REC 35(N 50 W 25) * -152.0 241.0 5.9 * 36. REC 36(N 50 W 50) * -234.0 241.0 6.0 * 10 PAGE JOB: UNIVERSITY & COUNTRY CLUB 2 LANE 3 RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.7 0.7 0.5 0.3 0.3 0.1 0.3 0.1 1.1 0.7 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.3 0.5 0.4 0.3 0.1 0.1 0.1 0.1 1.1 0.6 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.2 0.1 0.3 0.3 0.1 0.1 0.1 0.1 1.0 0.7 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.1 0.4 0.4 0.1 0.1 0.1 0.1 0.7 0.7 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.4 0.4 0.1 0.1 0.1 0.1 0.5 0.8 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.4 0.4 0.1 0.1 0.1 0.1 0.8 0.8 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.4 0.4 0.1 0.1 0.1 0.1 0.8 0.8 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.5 0.5 0.1 0.1 0.1 0.1 0.8 0.6 80. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.4 0.4 0.1 0.1 0.0 0.0 0.9 0.6 90. * 0.2 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.7 0.6 100. * 0.4 0.2 0.0 0.3 0.3 0.2 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.7 0.5 110. * 0.6 0.2 0.1 0.4 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 120. * 0.7 0.2 0.1 0.4 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 130. * 0.6 0.2 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 140. * 0.6 0.3 0.1 0.2 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 150. * 0.7 0.3 0.1 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 160. * 0.7 0.4 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 170. * 0.8 0.5 0.4 0.4 0.2 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 180. * 1.0 0.7 0.6 0.5 0.2 0.4 0.2 0.3 0.1 0.4 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 190. * 1.1 0.8 0.5 0.8 0.2 0.7 0.3 0.5 0.2 0.7 0.5 0.4 0.2 0.0 0.1 0.0 0.1 0.0 0.1 0.1 200. * 0.9 0.6 0.6 0.9 0.4 0.7 0.4 0.5 0.4 0.8 0.6 0.4 0.2 0.2 0.2 0.1 0.2 0.1 0.0 0.0 210. * 0.7 0.5 0.7 1.0 0.5 0.6 0.6 0.2 0.5 0.9 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 220. * 0.7 0.8 0.9 1.0 0.5 0.3 0.6 0.1 0.2 0.8 0.7 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 230. * 0.6 0.9 0.9 0.9 0.6 0.3 0.4 0.6 0.1 0.8 0.7 0.3 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 240. * 0.8 0.9 0.7 1.0 0.6 0.5 0.4 0.6 0.3 0.8 0.7 0.3 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 250. * 0.8 0.9 0.6 0.7 0.6 0.6 0.3 0.5 0.5 0.8 0.7 0.3 0.4 0.3 0.4 0.3 0.2 0.2 0.0 0.0 260. * 0.7 0.9 0.5 0.7 0.7 0.6 0.6 0.3 0.3 0.9 0.7 0.3 0.6 0.3 0.4 0.3 0.2 0.2 0.1 0.0 270. * 0.7 0.6 0.4 0.6 0.6 0.4 0.3 0.3 0.3 1.0 0.7 0.4 0.6 0.6 0.4 0.3 0.3 0.3 0.3 0.0 280. * 0.6 0.6 0.3 0.4 0.3 0.3 0.3 0.2 0.2 1.2 0.8 0.5 0.8 0.6 0.6 0.4 0.3 0.4 0.5 0.1 290. * 0.7 0.5 0.3 0.4 0.3 0.3 0.2 0.2 0.2 1.0 1.0 0.7 0.7 0.4 0.7 0.5 0.5 0.4 0.7 0.2 300. * 0.7 0.4 0.3 0.4 0.3 0.2 0.2 0.2 0.2 0.9 1.1 0.8 0.7 0.7 0.6 0.2 0.6 0.5 0.7 0.3 310. * 0.8 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.7 1.1 0.9 0.8 0.8 0.3 0.1 0.6 0.2 0.8 0.3 320. * 0.7 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.9 0.9 1.0 0.9 0.8 0.5 0.5 0.4 0.1 0.8 0.4 330. * 0.6 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.8 1.1 1.0 1.0 0.7 0.5 0.4 0.6 0.4 0.9 0.4 340. * 0.4 0.4 0.4 0.2 0.1 0.2 0.1 0.2 0.1 0.9 0.9 1.1 0.7 0.5 0.4 0.4 0.4 0.4 0.8 0.4 350. * 0.4 0.4 0.4 0.1 0.0 0.1 0.0 0.1 0.0 1.2 0.8 0.9 0.7 0.4 0.4 0.2 0.4 0.2 0.9 0.4 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 1.1 0.9 0.9 1.0 0.7 0.7 0.6 0.6 0.5 1.2 1.1 1.1 1.0 0.8 0.7 0.5 0.6 0.5 1.1 0.8 DEGR. * 190 230 220 210 260 190 210 230 210 280 300 340 330 310 290 290 300 300 0 40 11 PAGE JOB: UNIVERSITY & COUNTRY CLUB 2 LANE RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.7 0.7 0.3 0.4 0.2 0.3 0.1 0.5 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10. * 0.6 1.1 0.4 0.7 0.3 0.5 0.3 0.7 0.5 0.4 0.2 0.0 0.1 0.0 0.1 0.0 20. * 0.6 1.1 0.7 0.7 0.4 0.5 0.4 0.9 0.7 0.4 0.2 0.2 0.2 0.1 0.2 0.1 30. * 0.6 1.2 0.9 0.6 0.6 0.2 0.5 1.0 0.8 0.4 0.3 0.2 0.2 0.2 0.2 0.2 40. * 0.7 1.1 0.9 0.4 0.7 0.2 0.3 1.0 0.8 0.4 0.3 0.2 0.2 0.2 0.2 0.2 50. * 0.7 0.9 1.1 0.3 0.3 0.4 0.2 0.9 0.8 0.3 0.4 0.3 0.3 0.2 0.2 0.2 60. * 0.6 0.8 1.0 0.4 0.4 0.4 0.3 0.9 0.8 0.3 0.5 0.3 0.3 0.2 0.2 0.2 70. * 0.6 0.8 0.8 0.4 0.3 0.4 0.4 0.8 0.7 0.3 0.5 0.3 0.4 0.3 0.2 0.2 80. * 0.5 0.7 0.7 0.4 0.4 0.4 0.4 0.6 0.8 0.4 0.4 0.4 0.4 0.3 0.2 0.2 90. * 0.4 0.7 0.5 0.4 0.4 0.3 0.2 0.8 0.8 0.5 0.7 0.6 0.5 0.3 0.3 0.3 100. * 0.3 0.5 0.4 0.3 0.3 0.2 0.2 0.7 1.1 0.6 0.6 0.4 0.7 0.6 0.3 0.3 110. * 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.8 1.2 0.8 0.5 0.4 0.8 0.5 0.5 0.4 120. * 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.8 1.3 0.8 0.5 0.8 0.7 0.2 0.6 0.4 130. * 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.6 1.3 1.1 0.8 0.9 0.3 0.1 0.6 0.3 140. * 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.7 0.9 1.1 0.7 0.7 0.5 0.7 0.5 0.0 150. * 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.8 1.2 1.1 0.8 0.6 0.5 0.5 0.5 0.3 160. * 0.4 0.2 0.1 0.2 0.1 0.2 0.1 0.8 0.9 1.3 0.7 0.6 0.6 0.5 0.3 0.3 170. * 0.4 0.1 0.0 0.1 0.0 0.1 0.0 0.8 0.9 0.8 0.7 0.4 0.6 0.4 0.3 0.3 180. * 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.8 0.9 0.7 0.6 0.3 0.4 0.3 0.3 0.1 190. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 0.5 0.4 0.2 0.3 0.2 0.2 0.1 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 0.2 0.4 0.2 0.3 0.2 0.1 0.1 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.3 0.2 0.3 0.2 0.2 0.2 0.1 0.1 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.3 0.2 0.4 0.3 0.2 0.2 0.2 0.2 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.3 0.2 0.2 0.0 0.0 260. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 270. * 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 280. * 0.0 0.3 0.3 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.1 0.5 0.4 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.1 0.5 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.1 0.6 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.2 0.7 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.2 0.7 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.2 0.7 0.3 0.2 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.4 0.7 0.3 0.3 0.1 0.2 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.7 1.2 1.1 0.7 0.7 0.5 0.5 1.0 1.3 1.3 0.8 0.9 0.8 0.7 0.6 0.4 DEGR. * 0 30 50 10 40 10 30 30 120 160 150 130 110 140 120 110 THE HIGHEST CONCENTRATION OF 1.30 PPM OCCURRED AT RECEPTOR REC29. 12 4 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: MAIN & COUNTRY CLUB NO BUILD PAGE 1 RUN: MESA LRT EXTENSION NO BUILD DATE : 4/12/10 TIME : 13: 4:29 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. CC NB LT Q * 0.0 -88.0 0.0 -121.7 * 34. 180. AG 156. 100.0 0.0 25.0 0.21 1.7 2. CC NB TH APP * 32.0 0.0 32.0 -985.0 * 985. 180. AG 1587. 5.5 0.0 60.0 3. CC NB TH DEP * 32.0 0.0 32.0 985.0 * 985. 360. AG 1619. 5.5 0.0 60.0 4. CC NB TH Q * 32.0 -88.0 32.0 -267.3 * 179. 180. AG 182. 100.0 0.0 40.0 0.36 9.1 5. CC SB LT Q * -4.0 90.0 -4.0 121.9 * 32. 360. AG 156. 100.0 0.0 25.0 0.20 1.6 6. CC SB TH APP * -38.0 0.0 -38.0 985.0 * 985. 360. AG 1594. 5.5 0.0 60.0 7. CC SB TH DEP * -38.0 0.0 -38.0 -985.0 * 985. 180. AG 1739. 5.5 0.0 60.0 8. CC SB TH Q * -38.0 90.0 -38.0 270.0 * 180. 360. AG 182. 100.0 0.0 40.0 0.36 9.1 9. M EB LT Q * -90.0 -6.0 -130.6 -6.0 * 41. 270. AG 154. 100.0 0.0 24.0 0.23 2.1 10. M EB TH APP * 0.0 -30.0 -985.0 -30.0 * 985. 270. AG 751. 6.3 0.0 46.0 11. M EB TH DEP * 0.0 -30.0 985.0 -30.0 * 985. 90. AG 1175. 6.3 0.0 46.0 12. M EB TH Q * -90.0 -30.0 -215.1 -30.0 * 125. 270. AG 119. 100.0 0.0 26.0 0.35 6.4 13. M EB R APP * 0.0 -55.0 -985.0 -55.0 * 985. 270. AG 166. 6.3 0.0 30.0 14. M EB R Q * -90.0 -55.0 -145.3 -51.9 * 55. 273. AG 60. 100.0 0.0 10.0 0.34 2.8 15. M WB LT Q * 88.0 0.0 134.2 0.0 * 46. 90. AG 154. 100.0 0.0 24.0 0.27 2.3 16. M WB TH APP * 0.0 33.0 985.0 33.0 * 985. 90. AG 429. 5.6 0.0 62.0 17. M WB TH DEP * 0.0 33.0 -985.0 33.0 * 985. 270. AG 818. 5.6 0.0 62.0 18. M WB TH Q * 88.0 33.0 159.4 33.0 * 71. 90. AG 119. 100.0 0.0 42.0 0.21 3.6 19. M WB R APP * 0.0 46.0 985.0 46.0 * 985. 90. AG 122. 5.6 0.0 35.0 20. M WB R Q * 88.0 46.0 128.7 46.0 * 41. 90. AG 60. 100.0 0.0 15.0 0.25 2.1 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. CC NB LT Q * 94 80 2.0 154 3433 34.20 2 3 4. CC NB TH Q * 94 62 2.0 1587 4920 34.20 2 3 5. CC SB LT Q * 94 80 2.0 146 3433 34.20 2 3 8. CC SB TH Q * 94 62 2.0 1594 4928 34.20 2 3 9. M EB LT Q * 94 79 2.0 188 3433 34.20 2 3 12. M EB TH Q * 94 61 2.0 751 3497 34.20 2 3 14. M EB R Q * 94 61 2.0 166 1583 34.20 2 3 15. M WB LT Q * 94 79 2.0 214 3433 34.20 2 3 18. M WB TH Q * 94 61 2.0 429 3322 34.20 2 3 20. M WB R Q * 94 61 2.0 122 1583 34.20 2 3 13 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 78.0 77.0 5.9 * 2. REC 2 (N 25) * 78.0 159.0 5.9 * 3. REC 3 (N 50) * 78.0 224.0 5.9 * 4. REC 4 (E 25) * 160.0 77.0 5.9 * 5. REC 5 (E 50) * 242.0 77.0 5.9 * 6. REC 6 (N 25 E 25) * 160.0 159.0 5.9 * 7. REC 7 (N 25 E 50) * 242.0 159.0 5.9 * 8. REC 8 (N 50 E 25) * 160.0 241.0 5.9 * 9. REC 9 (N 50 E 50) * 242.0 241.0 5.9 * 10. REC 10(SE CORNER) * 76.0 -72.0 5.9 * 11. REC 11(S 25) * 76.0 -154.0 5.9 * 12. REC 12(S 50) * 76.0 -236.0 5.9 * 13. REC 13(E 25) * 158.0 -72.0 5.9 * 14. REC 14(E 50) * 240.0 -72.0 5.9 * 15. REC 15(S 25 E 25) * 158.0 -154.0 5.9 * 16. REC 16(S 25 E 50) * 240.0 -154.0 5.9 * 17. REC 17(S 50 E 25) * 158.0 -236.0 5.9 * 18. REC 18(S 50 E 50) * 240.0 -236.0 5.9 * 19. REC 19(SW CORNER) * -68.0 -80.0 5.9 * 20. REC 20(S 25) * -68.0 -162.0 5.9 * 21. REC 21(S 50) * -68.0 -244.0 5.9 * 22. REC 22(W 25) * -150.0 -80.0 5.9 * 23. REC 23(W 50) * -232.0 -80.0 5.9 * 24. REC 24(S 25 W 25) * -150.0 -162.0 5.9 * 25. REC 25(S 25 W 50) * -232.0 -162.0 5.9 * 26. REC 26(S 50 W 25) * -150.0 -244.0 5.9 * 27. REC 27(S 50 W 50) * -232.0 -244.0 5.9 * 28. REC 28(NW CORNER) * -70.0 74.0 5.9 * 29. REC 29(N 25) * -70.0 156.0 5.9 * 30. REC 30(N 50) * -70.0 238.0 5.9 * 31. REC 31(W 25) * -152.0 74.0 5.9 * 32. REC 32(W 50) * -234.0 74.0 5.9 * 33. REC 33(N 25 W 25) * -152.0 156.0 5.9 * 34. REC 34(N 25 W 50) * -234.0 156.0 5.9 * 35. REC 35(N 50 W 25) * -152.0 238.0 5.9 * 36. REC 36(N 50 W 50) * -234.0 238.0 5.9 * 14 PAGE JOB: MAIN & COUNTRY CLUB NO BUILD 4 RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.5 0.5 0.4 0.2 0.2 0.1 0.2 0.1 0.8 0.8 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 0.2 0.2 0.2 0.1 0.1 0.1 0.1 1.0 0.7 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.1 0.2 0.2 0.1 0.1 0.1 0.1 1.0 0.7 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.6 0.7 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.5 0.8 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.7 0.7 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.7 0.8 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.6 0.8 80. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.6 0.7 90. * 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.7 0.6 100. * 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.8 0.6 110. * 0.3 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 120. * 0.5 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 130. * 0.5 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.6 140. * 0.7 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.7 150. * 0.6 0.2 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.7 160. * 0.6 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.7 170. * 0.5 0.4 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.6 180. * 0.8 0.6 0.5 0.4 0.2 0.3 0.1 0.2 0.1 0.4 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 190. * 0.8 0.7 0.5 0.8 0.3 0.5 0.2 0.5 0.2 0.7 0.6 0.4 0.2 0.0 0.2 0.0 0.1 0.0 0.2 0.2 200. * 0.8 0.5 0.5 0.8 0.4 0.6 0.3 0.3 0.4 0.9 0.8 0.5 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 210. * 0.8 0.5 0.6 0.9 0.5 0.5 0.5 0.3 0.3 1.0 0.9 0.6 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 220. * 0.5 0.5 0.5 0.9 0.5 0.3 0.5 0.1 0.1 0.9 0.9 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 230. * 0.5 0.6 0.5 0.8 0.7 0.1 0.2 0.3 0.1 0.8 0.7 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 240. * 0.8 0.7 0.6 0.7 0.6 0.3 0.1 0.3 0.3 0.7 0.7 0.6 0.4 0.3 0.4 0.3 0.2 0.2 0.0 0.0 250. * 0.6 0.7 0.6 0.6 0.4 0.4 0.3 0.3 0.3 0.6 0.7 0.6 0.4 0.3 0.4 0.3 0.3 0.2 0.0 0.0 260. * 0.5 0.6 0.5 0.4 0.5 0.4 0.4 0.3 0.3 0.5 0.7 0.7 0.3 0.3 0.4 0.3 0.3 0.3 0.0 0.0 270. * 0.6 0.5 0.5 0.4 0.5 0.3 0.3 0.3 0.3 0.5 0.7 0.7 0.5 0.5 0.4 0.3 0.4 0.3 0.1 0.0 280. * 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.3 0.2 0.6 0.8 0.7 0.5 0.5 0.5 0.4 0.4 0.3 0.3 0.0 290. * 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.7 1.0 0.7 0.5 0.3 0.6 0.3 0.4 0.3 0.5 0.1 300. * 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.7 1.1 0.7 0.5 0.7 0.4 0.2 0.4 0.3 0.5 0.2 310. * 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.6 1.0 0.7 0.6 0.7 0.2 0.3 0.4 0.2 0.6 0.2 320. * 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.7 0.9 0.9 0.7 0.6 0.5 0.4 0.3 0.2 0.6 0.2 330. * 0.5 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.7 0.9 0.9 0.7 0.4 0.4 0.3 0.5 0.4 0.4 0.2 340. * 0.5 0.4 0.4 0.2 0.2 0.2 0.1 0.2 0.1 0.8 0.7 1.1 0.6 0.4 0.5 0.3 0.4 0.3 0.5 0.3 350. * 0.4 0.4 0.4 0.2 0.0 0.1 0.0 0.1 0.0 0.8 0.8 0.7 0.6 0.3 0.5 0.2 0.3 0.2 0.6 0.5 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 0.8 0.7 0.6 0.9 0.7 0.6 0.5 0.5 0.4 1.0 1.1 1.1 0.7 0.7 0.6 0.4 0.5 0.4 1.0 0.8 DEGR. * 180 190 210 210 230 200 210 190 200 210 300 340 320 300 290 280 330 330 20 0 15 PAGE JOB: MAIN & COUNTRY CLUB NO BUILD RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.6 0.5 0.2 0.3 0.1 0.2 0.0 0.8 0.7 0.5 0.1 0.0 0.1 0.0 0.0 0.0 10. * 0.7 0.9 0.4 0.5 0.3 0.4 0.2 1.1 0.8 0.6 0.2 0.1 0.2 0.0 0.1 0.0 20. * 0.8 1.0 0.5 0.5 0.5 0.4 0.4 1.2 1.1 0.7 0.3 0.2 0.2 0.2 0.2 0.1 30. * 0.7 0.9 0.7 0.5 0.5 0.3 0.4 1.1 1.2 0.8 0.3 0.2 0.2 0.2 0.2 0.2 40. * 0.8 0.9 0.7 0.2 0.5 0.2 0.2 1.0 1.1 0.8 0.4 0.3 0.3 0.2 0.2 0.2 50. * 0.7 0.7 0.8 0.3 0.3 0.4 0.1 0.9 0.9 0.8 0.4 0.3 0.4 0.2 0.2 0.2 60. * 0.7 0.5 0.7 0.3 0.2 0.4 0.4 0.8 0.9 0.8 0.4 0.3 0.4 0.3 0.2 0.2 70. * 0.7 0.5 0.5 0.4 0.3 0.5 0.4 0.6 0.8 0.8 0.4 0.3 0.4 0.3 0.3 0.2 80. * 0.6 0.3 0.4 0.4 0.4 0.3 0.3 0.6 0.9 0.9 0.3 0.3 0.4 0.3 0.3 0.3 90. * 0.6 0.4 0.4 0.4 0.3 0.3 0.3 0.6 0.9 0.9 0.5 0.5 0.4 0.3 0.4 0.3 100. * 0.5 0.4 0.3 0.4 0.3 0.3 0.2 0.8 1.0 0.9 0.4 0.3 0.5 0.4 0.4 0.3 110. * 0.5 0.3 0.3 0.3 0.3 0.2 0.2 0.7 1.0 0.9 0.4 0.3 0.5 0.4 0.5 0.4 120. * 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.6 1.1 1.0 0.5 0.8 0.4 0.2 0.5 0.4 130. * 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.7 1.1 1.0 0.5 0.7 0.4 0.2 0.5 0.2 140. * 0.6 0.4 0.2 0.3 0.2 0.3 0.2 0.8 1.1 1.1 0.6 0.6 0.5 0.4 0.3 0.2 150. * 0.6 0.3 0.2 0.3 0.2 0.3 0.2 0.7 1.1 1.0 0.8 0.5 0.5 0.5 0.5 0.3 160. * 0.7 0.3 0.2 0.3 0.2 0.3 0.1 0.9 0.9 1.4 0.8 0.5 0.4 0.4 0.4 0.2 170. * 0.6 0.2 0.1 0.2 0.1 0.1 0.0 0.9 1.0 1.0 0.6 0.4 0.4 0.3 0.2 0.1 180. * 0.5 0.1 0.0 0.1 0.0 0.1 0.0 0.7 0.7 0.7 0.4 0.2 0.3 0.1 0.2 0.0 190. * 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 0.3 0.3 0.2 0.2 0.1 0.0 0.0 200. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.1 0.3 0.2 0.1 0.1 0.0 0.0 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.0 0.3 0.2 0.1 0.1 0.0 0.0 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.0 0.3 0.3 0.2 0.1 0.0 0.0 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 260. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 270. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 280. * 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.0 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.0 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.1 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.2 0.4 0.2 0.2 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.4 0.4 0.2 0.2 0.1 0.1 0.0 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.8 1.0 0.8 0.5 0.5 0.5 0.4 1.2 1.2 1.4 0.8 0.8 0.5 0.5 0.5 0.4 DEGR. * 40 20 50 10 20 70 20 20 30 160 150 120 100 150 110 110 THE HIGHEST CONCENTRATION OF 1.40 PPM OCCURRED AT RECEPTOR REC30. 16 5 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: MAIN & MESA NO BUILD PAGE 1 RUN: MESA LRT EXTENSION NO BUILD DATE : 4/12/10 TIME : 13: 4:48 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. M NB LT Q * 0.0 -83.0 0.0 -134.6 * 52. 180. AG 78. 100.0 0.0 12.0 0.63 2.6 2. M NB TH APP * 20.0 0.0 20.0 -985.0 * 985. 180. AG 959. 5.5 0.0 48.0 3. M NB TH DEP * 20.0 0.0 20.0 985.0 * 985. 360. AG 971. 5.5 0.0 48.0 4. M NB TH Q * 20.0 -80.0 20.0 -237.2 * 157. 180. AG 117. 100.0 0.0 28.0 0.44 8.0 5. M SB LT Q * 0.0 84.0 0.0 1377.5 * 1293. 360. AG 78. 100.0 0.0 10.0 1.59 65.7 6. M SB TH APP * -20.0 0.0 -20.0 985.0 * 985. 360. AG 1089. 5.5 0.0 46.0 7. M SB TH DEP * -20.0 0.0 -20.0 -985.0 * 985. 180. AG 1410. 5.5 0.0 46.0 8. M SB TH Q * -20.0 96.0 -20.0 274.5 * 178. 360. AG 117. 100.0 0.0 26.0 0.49 9.1 9. M EB LT Q * -63.0 -2.0 -89.4 -2.0 * 26. 270. AG 77. 100.0 0.0 10.0 0.29 1.3 10. M EB TH APP * 0.0 -21.0 -985.0 -21.0 * 985. 270. AG 972. 5.8 0.0 46.0 11. M EB TH DEP * 0.0 -21.0 985.0 -21.0 * 985. 90. AG 1445. 5.8 0.0 46.0 12. M EB TH Q * -63.0 -21.0 -219.8 -21.0 * 157. 270. AG 115. 100.0 0.0 26.0 0.45 8.0 13. M EB R APP * 0.0 -50.0 -985.0 -50.0 * 985. 270. AG 174. 5.8 0.0 36.0 14. M EB R Q * -62.0 -50.0 -118.1 -50.0 * 56. 270. AG 58. 100.0 0.0 16.0 0.33 2.9 15. M WB LT Q * 62.0 5.0 897.7 5.3 * 836. 90. AG 81. 100.0 0.0 10.0 1.53 42.5 16. M WB TH APP * 0.0 24.0 985.0 24.0 * 985. 90. AG 518. 5.5 0.0 48.0 17. M WB TH DEP * 0.0 24.0 -985.0 24.0 * 985. 270. AG 689. 5.5 0.0 48.0 18. M WB TH Q * 62.0 24.0 151.2 24.0 * 89. 90. AG 123. 100.0 0.0 28.0 0.27 4.5 19. M WB R APP * 0.0 45.0 985.0 45.0 * 985. 90. AG 126. 5.5 0.0 32.0 20. M WB R Q * 62.0 45.0 105.4 45.0 * 43. 90. AG 61. 100.0 0.0 12.0 0.28 2.2 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. M NB LT Q * 94 80 2.0 118 1770 34.20 2 3 4. M NB TH Q * 94 60 2.0 959 3403 34.20 2 3 5. M SB LT Q * 94 80 2.0 298 1770 34.20 2 3 8. M SB TH Q * 94 60 2.0 1089 3497 34.20 2 3 9. M EB LT Q * 94 79 2.0 61 1770 34.20 2 3 12. M EB TH Q * 94 59 2.0 972 3278 34.20 2 3 14. M EB R Q * 94 59 2.0 174 1583 34.20 2 3 15. M WB LT Q * 94 83 2.0 200 1770 34.20 2 3 18. M WB TH Q * 94 63 2.0 518 3287 34.20 2 3 20. M WB R Q * 94 63 2.0 126 1583 34.20 2 3 17 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 58.0 60.0 5.9 * 2. REC 2 (N 25) * 58.0 142.0 5.9 * 3. REC 3 (N 50) * 58.0 224.0 5.9 * 4. REC 4 (E 25) * 140.0 60.0 5.9 * 5. REC 5 (E 50) * 222.0 60.0 5.9 * 6. REC 6 (N 25 E 25) * 140.0 142.0 5.9 * 7. REC 7 (N 25 E 50) * 222.0 142.0 5.9 * 8. REC 8 (N 50 E 25) * 140.0 224.0 5.9 * 9. REC 9 (N 50 E 50) * 222.0 224.0 5.9 * 10. REC 10(SE CORNER) * 47.0 -60.0 5.9 * 11. REC 11(S 25) * 47.0 -142.0 5.9 * 12. REC 12(S 50) * 47.0 -224.0 5.9 * 13. REC 13(E 25) * 129.0 -60.0 5.9 * 14. REC 14(E 50) * 211.0 -60.0 5.9 * 15. REC 15(S 25 E 25) * 129.0 -142.0 5.9 * 16. REC 16(S 25 E 50) * 211.0 -142.0 5.9 * 17. REC 17(S 50 E 25) * 129.0 -224.0 5.9 * 18. REC 18(S 50 E 50) * 211.0 -224.0 5.9 * 19. REC 19(SW CORNER) * -45.0 -70.0 5.9 * 20. REC 20(S 25) * -45.0 -152.0 5.9 * 21. REC 21(S 50) * -45.0 -234.0 5.9 * 22. REC 22(W 25) * -127.0 -70.0 5.9 * 23. REC 23(W 50) * -209.0 -70.0 5.9 * 24. REC 24(S 25 W 25) * -127.0 -152.0 5.9 * 25. REC 25(S 25 W 50) * -209.0 -152.0 5.9 * 26. REC 26(S 50 W 25) * -127.0 -234.0 5.9 * 27. REC 27(S 50 W 50) * -209.0 -234.0 5.9 * 28. REC 28(NW CORNER) * -50.0 75.0 5.9 * 29. REC 29(N 25) * -50.0 157.0 5.9 * 30. REC 30(N 50) * -50.0 239.0 5.9 * 31. REC 31(W 25) * -132.0 75.0 5.9 * 32. REC 32(W 50) * -214.0 75.0 5.9 * 33. REC 33(N 25 W 25) * -132.0 157.0 5.9 * 34. REC 34(N 25 W 50) * -214.0 157.0 5.9 * 35. REC 35(N 50 W 25) * -132.0 239.0 5.9 * 36. REC 36(N 50 W 50) * -214.0 239.0 5.9 * 18 PAGE JOB: MAIN & MESA NO BUILD 4 RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.5 0.8 0.4 0.3 0.3 0.2 0.1 0.1 0.8 0.7 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.3 0.4 0.3 0.2 0.2 0.1 0.1 0.8 0.7 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.4 0.3 0.2 0.2 0.1 0.1 0.7 0.6 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.1 0.3 0.3 0.2 0.2 0.1 0.1 0.6 0.7 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.3 0.3 0.2 0.2 0.1 0.1 0.7 0.8 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.2 0.1 0.5 0.5 0.2 0.2 0.1 0.1 0.7 0.8 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.2 0.1 0.5 0.5 0.2 0.2 0.1 0.1 0.8 0.8 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.1 0.5 0.5 0.2 0.2 0.1 0.1 0.8 0.8 80. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.0 0.4 0.4 0.1 0.1 0.0 0.0 0.6 0.6 90. * 0.3 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.3 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.8 0.6 100. * 0.6 0.2 0.0 0.3 0.3 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.5 0.5 110. * 0.7 0.2 0.1 0.4 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 120. * 0.9 0.2 0.2 0.4 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 130. * 0.9 0.2 0.1 0.4 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 140. * 0.8 0.3 0.1 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.5 150. * 0.7 0.3 0.1 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.5 160. * 0.6 0.3 0.2 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 170. * 0.7 0.2 0.2 0.5 0.3 0.3 0.2 0.1 0.1 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 180. * 0.6 0.5 0.4 0.5 0.3 0.3 0.2 0.2 0.1 0.5 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 190. * 0.7 0.5 0.3 0.8 0.3 0.5 0.2 0.4 0.1 0.8 0.7 0.5 0.2 0.0 0.2 0.0 0.2 0.0 0.2 0.2 200. * 0.7 0.3 0.5 0.9 0.5 0.5 0.4 0.3 0.3 0.8 0.8 0.5 0.2 0.2 0.2 0.1 0.2 0.1 0.1 0.1 210. * 0.5 0.4 0.5 0.9 0.5 0.4 0.5 0.1 0.3 0.8 0.8 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 220. * 0.6 0.5 0.6 0.9 0.6 0.2 0.3 0.1 0.0 0.8 0.8 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 230. * 0.6 0.7 0.6 0.8 0.6 0.1 0.2 0.3 0.0 0.7 0.7 0.5 0.3 0.3 0.3 0.2 0.2 0.2 0.0 0.0 240. * 0.6 0.7 0.5 0.7 0.5 0.4 0.0 0.4 0.0 0.5 0.6 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.0 0.0 250. * 0.5 0.6 0.5 0.6 0.5 0.4 0.1 0.4 0.1 0.4 0.6 0.5 0.3 0.2 0.3 0.2 0.2 0.1 0.0 0.0 260. * 0.5 0.4 0.5 0.7 0.4 0.4 0.1 0.4 0.1 0.4 0.6 0.6 0.4 0.2 0.3 0.2 0.3 0.1 0.0 0.0 270. * 0.4 0.5 0.5 0.5 0.3 0.4 0.1 0.4 0.1 0.5 0.6 0.6 0.5 0.3 0.3 0.2 0.3 0.2 0.2 0.0 280. * 0.2 0.5 0.5 0.2 0.0 0.4 0.1 0.4 0.0 0.7 0.8 0.6 0.6 0.4 0.4 0.3 0.3 0.2 0.6 0.1 290. * 0.3 0.5 0.4 0.3 0.1 0.4 0.1 0.3 0.0 0.8 0.9 0.7 0.5 0.4 0.5 0.2 0.4 0.3 0.7 0.1 300. * 0.4 0.5 0.4 0.4 0.1 0.4 0.0 0.3 0.0 0.7 0.9 0.7 0.2 0.5 0.5 0.1 0.4 0.3 0.6 0.1 310. * 0.5 0.6 0.5 0.4 0.0 0.4 0.0 0.3 0.0 0.7 0.9 0.8 0.4 0.5 0.3 0.1 0.4 0.0 0.5 0.2 320. * 0.6 0.5 0.4 0.4 0.2 0.3 0.2 0.3 0.2 0.6 0.9 1.0 0.7 0.7 0.1 0.2 0.3 0.1 0.5 0.2 330. * 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.7 0.8 0.7 0.8 0.7 0.3 0.4 0.2 0.2 0.4 0.2 340. * 0.5 0.5 0.4 0.3 0.1 0.3 0.0 0.3 0.0 0.7 0.9 0.8 0.8 0.5 0.5 0.5 0.3 0.3 0.3 0.3 350. * 0.5 0.4 0.4 0.2 0.0 0.2 0.0 0.2 0.0 0.8 0.8 0.9 0.8 0.3 0.5 0.2 0.4 0.1 0.5 0.4 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 0.9 0.7 0.6 0.9 0.6 0.5 0.5 0.4 0.3 0.8 0.9 1.0 0.8 0.7 0.5 0.5 0.4 0.3 0.8 0.8 DEGR. * 120 230 220 200 220 190 210 190 200 290 290 320 330 320 290 340 290 290 0 40 19 PAGE JOB: MAIN & MESA NO BUILD RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.6 0.4 0.4 0.2 0.2 0.1 0.0 0.6 0.5 0.4 0.0 0.0 0.0 0.0 0.0 0.0 10. * 0.7 0.7 0.4 0.5 0.2 0.4 0.1 0.8 0.7 0.5 0.2 0.0 0.2 0.0 0.2 0.0 20. * 0.6 0.9 0.6 0.6 0.4 0.3 0.2 0.8 0.8 0.6 0.3 0.2 0.3 0.2 0.3 0.1 30. * 0.7 0.9 0.8 0.3 0.4 0.1 0.1 0.7 0.7 0.5 0.4 0.2 0.3 0.2 0.3 0.2 40. * 0.7 0.7 0.6 0.1 0.2 0.2 0.0 0.7 0.7 0.6 0.4 0.1 0.4 0.1 0.3 0.1 50. * 0.7 0.5 0.5 0.2 0.2 0.4 0.2 0.6 0.7 0.6 0.4 0.2 0.4 0.1 0.3 0.1 60. * 0.6 0.5 0.3 0.4 0.2 0.4 0.3 0.5 0.7 0.7 0.4 0.2 0.4 0.1 0.3 0.1 70. * 0.6 0.5 0.4 0.5 0.3 0.4 0.3 0.5 0.7 0.7 0.3 0.2 0.4 0.2 0.4 0.1 80. * 0.4 0.6 0.5 0.4 0.3 0.4 0.3 0.3 0.7 0.7 0.3 0.2 0.4 0.2 0.4 0.1 90. * 0.5 0.4 0.3 0.3 0.3 0.3 0.1 0.6 0.7 0.7 0.4 0.3 0.4 0.2 0.4 0.2 100. * 0.4 0.4 0.3 0.3 0.2 0.2 0.1 0.7 0.8 0.7 0.6 0.3 0.6 0.3 0.4 0.2 110. * 0.3 0.3 0.2 0.3 0.1 0.2 0.1 0.8 0.9 0.8 0.4 0.2 0.5 0.3 0.5 0.3 120. * 0.3 0.3 0.2 0.3 0.1 0.2 0.1 0.7 0.9 0.8 0.2 0.4 0.5 0.1 0.5 0.3 130. * 0.4 0.3 0.1 0.2 0.1 0.2 0.1 0.4 1.0 0.8 0.4 0.4 0.2 0.0 0.4 0.1 140. * 0.4 0.3 0.1 0.2 0.1 0.2 0.1 0.6 0.9 0.8 0.6 0.4 0.1 0.2 0.3 0.0 150. * 0.4 0.2 0.1 0.2 0.1 0.2 0.1 0.7 0.6 0.8 0.6 0.4 0.2 0.3 0.1 0.1 160. * 0.5 0.2 0.1 0.2 0.1 0.2 0.1 0.8 0.7 0.7 0.5 0.4 0.3 0.3 0.2 0.2 170. * 0.5 0.1 0.0 0.1 0.0 0.1 0.0 0.7 0.6 0.6 0.5 0.4 0.4 0.3 0.2 0.2 180. * 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.6 0.3 0.4 0.4 0.3 0.3 0.2 0.2 0.0 190. * 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.2 0.3 0.2 0.2 0.1 0.1 0.0 200. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.1 0.3 0.2 0.2 0.1 0.0 0.0 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.2 0.1 0.1 0.0 0.0 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.2 0.1 0.1 0.0 0.0 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.2 0.2 0.2 0.2 0.0 0.0 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.2 0.2 0.2 0.2 0.0 0.0 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.2 0.2 0.2 0.2 0.0 0.0 260. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 270. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 280. * 0.0 0.4 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 290. * 0.0 0.5 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.1 0.5 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.1 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.1 0.4 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.1 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.2 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.2 0.4 0.3 0.2 0.1 0.1 0.0 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.7 0.9 0.8 0.6 0.4 0.4 0.3 0.8 1.0 0.8 0.6 0.4 0.6 0.3 0.5 0.3 DEGR. * 10 20 30 20 20 10 60 110 130 110 100 120 100 100 110 110 THE HIGHEST CONCENTRATION OF 1.00 PPM OCCURRED AT RECEPTOR REC29. 20 5 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: BROADWAY & ALMA SCHOOL 2 LANE PAGE 1 RUN: MESA LRT EXTENSION 2 LANE DATE : 3/17/10 TIME : 15:31:44 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. AS NB LT Q * -2.0 -107.0 -2.0 -146.1 * 39. 180. AG 168. 100.0 0.0 24.0 0.38 2.0 2. AS NB TH APP * 25.0 0.0 25.0 -985.0 * 985. 180. AG 966. 5.5 0.0 61.0 3. AS NB TH DEP * 25.0 0.0 25.0 985.0 * 985. 360. AG 1621. 5.5 0.0 61.0 4. AS NB TH Q * 25.0 -110.0 25.0 -264.9 * 155. 180. AG 202. 100.0 0.0 41.0 0.27 7.9 5. AS NB R APP * 65.0 0.0 65.0 -985.0 * 985. 180. AG 232. 5.5 0.0 32.0 6. AS NB R Q * 65.0 -110.0 65.0 -221.6 * 112. 180. AG 67. 100.0 0.0 12.0 0.63 5.7 7. AS SB LT Q * 0.0 92.0 0.0 214.5 * 123. 360. AG 148. 100.0 0.0 26.0 0.43 6.2 8. AS SB TH APP * -35.0 0.0 -35.0 985.0 * 985. 360. AG 1709. 5.5 0.0 65.0 9. AS SB TH DEP * -35.0 0.0 -35.0 985.0 * 985. 360. AG 2106. 5.5 0.0 65.0 10. AS SB TH Q * -35.0 90.0 -35.0 323.3 * 233. 360. AG 172. 100.0 0.0 45.0 0.33 11.9 11. B EB LT Q * -94.0 0.0 -191.6 0.0 * 98. 270. AG 148. 100.0 0.0 24.0 0.34 5.0 12. B EB TH APP * 0.0 -35.0 -985.0 -35.0 * 985. 270. AG 1570. 5.8 0.0 62.0 13. B EB TH DEP * 0.0 -35.0 -985.0 -35.0 * 985. 270. AG 2319. 5.8 0.0 62.0 14. B EB TH Q * -93.0 -35.0 -293.2 -35.0 * 200. 270. AG 161. 100.0 0.0 42.0 0.27 10.2 15. B EB R APP * 0.0 -67.0 -985.0 -67.0 * 985. 270. AG 326. 5.5 0.0 32.0 16. B EB R Q * -93.0 -67.0 -217.8 -67.0 * 125. 270. AG 54. 100.0 0.0 12.0 0.54 6.3 17. B WB LT Q * 95.0 0.0 185.1 0.0 * 90. 90. AG 161. 100.0 0.0 24.0 0.50 4.6 18. B WB TH APP * 0.0 33.0 985.0 33.0 * 985. 90. AG 1075. 5.5 0.0 62.0 19. B WB TH DEP * 0.0 33.0 -985.0 33.0 * 985. 270. AG 1161. 5.5 0.0 62.0 20. B WB TH Q * 92.0 33.0 244.7 33.0 * 153. 90. AG 179. 100.0 0.0 42.0 0.23 7.8 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. AS NB LT Q * 120 110 2.0 130 3433 34.20 2 3 4. AS NB TH Q * 120 88 2.0 966 5085 34.20 2 3 6. AS NB R Q * 120 88 2.0 232 1583 34.20 2 3 7. AS SB LT Q * 120 97 2.0 462 3433 34.20 2 3 10. AS SB TH Q * 120 75 2.0 1709 4979 34.20 2 3 11. B EB LT Q * 120 97 2.0 368 3433 34.20 2 3 14. B EB TH Q * 120 70 2.0 1570 5085 34.20 2 3 16. B EB R Q * 120 70 2.0 326 1583 34.20 2 3 17. B WB LT Q * 120 105 2.0 314 3433 34.20 2 3 20. B WB TH Q * 120 78 2.0 1075 4882 34.20 2 3 21 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 75.0 77.0 5.9 * 2. REC 2 (N 25) * 75.0 159.0 5.9 * 3. REC 3 (N 50) * 75.0 241.0 5.9 * 4. REC 4 (E 25) * 157.0 77.0 5.9 * 5. REC 5 (E 50) * 239.0 77.0 5.9 * 6. REC 6 (N 25 E 25) * 157.0 159.0 5.9 * 7. REC 7 (N 25 E 50) * 239.0 159.0 5.9 * 8. REC 8 (N 50 E 25) * 157.0 241.0 5.9 * 9. REC 9 (N 50 E 50) * 239.0 241.0 5.9 * 10. REC 10(SE CORNER) * 85.0 -75.0 5.9 * 11. REC 11(S 25) * 85.0 -157.0 5.9 * 12. REC 12(S 50) * 85.0 -239.0 5.9 * 13. REC 13(E 25) * 167.0 -75.0 5.9 * 14. REC 14(E 50) * 249.0 -75.0 5.9 * 15. REC 15(S 25 E 25) * 167.0 -157.0 5.9 * 16. REC 16(S 25 E 50) * 249.0 -157.0 5.9 * 17. REC 17(S 50 E 25) * 167.0 -239.0 5.9 * 18. REC 18(S 50 E 50) * 249.0 -239.0 5.9 * 19. REC 19(SW CORNER) * -75.0 -94.0 5.9 * 20. REC 20(S 25) * -75.0 -176.0 5.9 * 21. REC 21(S 50) * -75.0 -258.0 5.9 * 22. REC 22(W 25) * -157.0 -94.0 5.9 * 23. REC 23(W 50) * -239.0 -94.0 5.9 * 24. REC 24(S 25 W 25) * -157.0 -176.0 5.9 * 25. REC 25(S 25 W 50) * -239.0 -176.0 5.9 * 26. REC 26(S 50 W 25) * -157.0 -258.0 5.9 * 27. REC 27(S 50 W 50) * -239.0 -258.0 5.9 * 28. REC 28(NW CORNER) * -74.0 75.0 5.9 * 29. REC 29(N 25) * -74.0 157.0 5.9 * 30. REC 30(N 50) * -74.0 239.0 5.9 * 31. REC 31(W 25) * -156.0 75.0 5.9 * 32. REC 32(W 50) * -238.0 75.0 5.9 * 33. REC 33(N 25 W 25) * -156.0 157.0 5.9 * 34. REC 34(N 25 W 50) * -238.0 157.0 5.9 * 35. REC 35(N 50 W 25) * -156.0 239.0 5.9 * 36. REC 36(N 50 W 50) * -238.0 239.0 6.0 * 22 PAGE JOB: BROADWAY & ALMA SCHOOL 2 LANE 4 RUN: MESA LRT EXTENSION 2 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.4 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 0.5 0.5 0.2 0.3 0.2 0.3 0.1 1.4 1.1 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 0.2 0.4 0.1 0.3 0.1 0.1 0.0 1.6 0.9 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 0.2 0.4 0.1 0.2 0.1 0.0 0.0 1.4 0.6 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 0.1 0.3 0.1 0.1 0.1 0.0 0.0 1.0 0.4 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.0 0.2 0.1 0.1 0.1 0.0 0.0 0.9 0.4 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.8 0.6 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.7 0.6 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.6 0.5 80. * 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.4 90. * 0.3 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 100. * 0.5 0.1 0.0 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 110. * 0.6 0.1 0.1 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 120. * 0.7 0.2 0.1 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 130. * 0.8 0.2 0.1 0.6 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 140. * 0.7 0.4 0.2 0.6 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 150. * 0.7 0.4 0.2 0.7 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 160. * 0.4 0.4 0.3 0.6 0.2 0.3 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 170. * 0.3 0.3 0.3 0.7 0.3 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 180. * 0.4 0.5 0.5 0.8 0.5 0.4 0.2 0.3 0.2 0.4 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 190. * 0.3 0.4 0.4 0.9 0.4 0.6 0.3 0.5 0.2 0.5 0.4 0.2 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 200. * 0.4 0.6 0.6 0.9 0.6 0.5 0.5 0.4 0.5 0.7 0.6 0.3 0.1 0.0 0.1 0.0 0.1 0.0 0.0 0.0 210. * 0.6 0.6 1.0 1.0 0.9 0.4 0.6 0.2 0.3 0.7 0.7 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 220. * 0.6 0.9 1.4 0.9 0.9 0.3 0.5 0.5 0.2 0.8 0.7 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 230. * 1.0 1.2 1.3 0.9 1.0 0.6 0.3 0.9 0.4 0.5 0.7 0.2 0.4 0.1 0.2 0.0 0.1 0.0 0.0 0.0 240. * 1.1 1.3 1.2 0.8 1.0 0.7 0.6 0.9 0.9 0.4 0.7 0.2 0.3 0.1 0.3 0.1 0.1 0.0 0.0 0.0 250. * 1.3 1.2 1.1 1.1 1.0 0.9 0.7 0.8 0.8 0.3 0.7 0.3 0.2 0.1 0.3 0.1 0.2 0.0 0.0 0.0 260. * 1.3 1.2 0.8 1.0 1.1 0.8 0.8 0.7 0.6 0.5 0.7 0.4 0.4 0.3 0.4 0.1 0.2 0.1 0.2 0.0 270. * 0.9 0.9 0.7 0.8 0.9 0.5 0.5 0.4 0.4 0.9 1.0 0.5 0.7 0.5 0.6 0.3 0.3 0.1 0.6 0.1 280. * 0.8 0.9 0.7 0.6 0.5 0.6 0.5 0.4 0.4 1.1 1.2 0.7 0.8 0.5 0.9 0.6 0.5 0.3 1.1 0.2 290. * 0.8 0.9 0.7 0.5 0.5 0.5 0.4 0.4 0.3 0.9 1.2 0.7 0.4 0.5 0.7 0.4 0.6 0.4 1.3 0.4 300. * 0.9 0.8 0.7 0.6 0.4 0.4 0.4 0.3 0.3 0.7 1.2 0.9 0.5 0.7 0.5 0.3 0.8 0.5 1.4 0.5 310. * 0.9 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.6 1.1 1.0 0.6 0.8 0.6 0.5 0.7 0.1 1.2 0.5 320. * 1.1 0.9 0.7 0.4 0.3 0.3 0.3 0.3 0.3 0.7 1.0 1.1 0.8 0.8 0.4 0.7 0.5 0.4 1.2 0.6 330. * 1.0 0.8 0.7 0.4 0.3 0.3 0.3 0.3 0.3 1.0 0.8 1.2 1.0 0.7 0.5 0.7 0.4 0.6 1.1 0.7 340. * 0.9 0.7 0.7 0.3 0.3 0.3 0.3 0.3 0.2 0.9 0.9 1.0 0.9 0.6 0.7 0.6 0.4 0.5 1.0 0.6 350. * 0.6 0.6 0.5 0.3 0.0 0.3 0.0 0.2 0.0 0.8 1.0 0.8 0.8 0.4 0.6 0.3 0.5 0.2 1.1 0.8 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 1.3 1.3 1.4 1.1 1.1 0.9 0.8 0.9 0.9 1.1 1.2 1.2 1.0 0.8 0.9 0.7 0.8 0.6 1.6 1.1 DEGR. * 250 240 220 250 260 250 260 230 240 280 280 330 330 310 280 320 300 330 10 0 23 PAGE JOB: BROADWAY & ALMA SCHOOL 2 LANE RUN: MESA LRT EXTENSION 2 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.7 1.5 1.0 0.9 0.6 0.6 0.3 1.0 1.0 0.9 0.2 0.0 0.2 0.0 0.1 0.0 10. * 0.6 1.7 1.1 1.1 0.8 0.7 0.5 1.4 1.3 1.2 0.3 0.2 0.3 0.1 0.3 0.1 20. * 0.7 1.8 1.5 1.1 1.1 0.6 0.8 1.7 1.6 1.4 0.6 0.3 0.4 0.3 0.4 0.2 30. * 0.4 1.8 1.5 0.8 1.1 0.5 0.7 1.6 1.5 1.4 0.7 0.3 0.6 0.3 0.5 0.3 40. * 0.4 1.6 1.6 0.4 1.0 0.0 0.4 1.5 1.5 1.4 0.6 0.4 0.6 0.3 0.4 0.3 50. * 0.5 1.3 1.6 0.4 0.4 0.3 0.1 1.4 1.4 1.3 0.7 0.4 0.6 0.4 0.5 0.3 60. * 0.4 1.1 1.5 0.2 0.4 0.2 0.1 1.2 1.4 1.2 0.7 0.5 0.6 0.4 0.5 0.3 70. * 0.4 0.8 1.1 0.4 0.1 0.3 0.1 0.9 1.2 1.0 0.7 0.5 0.7 0.4 0.6 0.4 80. * 0.3 0.4 0.8 0.2 0.1 0.2 0.1 1.0 1.3 1.1 0.7 0.5 0.7 0.5 0.6 0.4 90. * 0.3 0.2 0.3 0.3 0.1 0.2 0.1 0.9 1.3 1.1 0.8 0.7 0.7 0.5 0.6 0.4 100. * 0.2 0.3 0.1 0.3 0.1 0.2 0.0 1.2 1.5 1.2 0.7 0.6 0.9 0.7 0.7 0.5 110. * 0.1 0.2 0.1 0.2 0.1 0.1 0.0 1.0 1.4 1.2 0.7 0.6 0.9 0.6 0.8 0.6 120. * 0.1 0.3 0.1 0.2 0.0 0.1 0.0 1.1 1.6 1.6 0.6 0.7 0.7 0.3 0.9 0.7 130. * 0.1 0.2 0.0 0.1 0.0 0.1 0.0 0.9 1.6 1.7 0.8 0.9 0.5 0.4 0.9 0.3 140. * 0.1 0.2 0.0 0.1 0.0 0.1 0.0 1.2 1.4 1.7 0.9 0.9 0.5 0.6 0.5 0.4 150. * 0.1 0.1 0.0 0.1 0.0 0.1 0.0 1.1 1.3 1.5 1.0 0.8 0.7 0.6 0.5 0.5 160. * 0.1 0.1 0.0 0.1 0.0 0.1 0.0 1.1 1.3 1.5 1.1 0.7 0.7 0.5 0.7 0.5 170. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1.0 1.1 1.3 0.9 0.7 0.5 0.4 0.5 0.4 180. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.8 0.8 0.9 0.7 0.5 0.4 0.5 0.4 190. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.7 0.7 0.9 0.7 0.5 0.4 0.4 0.4 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.5 0.5 0.8 0.6 0.4 0.4 0.4 0.3 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.5 0.4 0.8 0.6 0.4 0.3 0.3 0.3 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.5 0.4 0.7 0.5 0.4 0.3 0.3 0.3 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.4 0.3 0.6 0.5 0.3 0.3 0.3 0.3 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.4 0.3 0.7 0.6 0.4 0.3 0.3 0.3 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.3 0.3 0.7 0.7 0.3 0.3 0.3 0.2 260. * 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.6 0.3 0.0 0.6 0.5 0.3 0.2 0.0 0.0 270. * 0.0 0.5 0.4 0.1 0.0 0.0 0.0 0.4 0.0 0.0 0.4 0.4 0.0 0.0 0.0 0.0 280. * 0.1 0.9 0.7 0.2 0.2 0.1 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.2 1.2 0.9 0.4 0.4 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.2 1.3 1.0 0.4 0.4 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.3 1.1 0.8 0.5 0.4 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.3 1.1 0.9 0.5 0.4 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.3 1.1 1.0 0.6 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.3 1.2 1.0 0.6 0.5 0.3 0.2 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.5 1.1 0.9 0.7 0.5 0.3 0.3 0.4 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.7 1.8 1.6 1.1 1.1 0.7 0.8 1.7 1.6 1.7 1.1 0.9 0.9 0.7 0.9 0.7 DEGR. * 0 20 40 10 20 10 20 20 120 130 160 130 100 100 120 120 THE HIGHEST CONCENTRATION OF 1.80 PPM OCCURRED AT RECEPTOR REC22. 24 5 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: MAIN & ALMA SCHOOL 2 LANE PAGE 1 RUN: MESA LRT EXTENSION 2 LANE DATE : 3/17/10 TIME : 15:48:29 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. AS NB LT Q * 0.0 -90.0 0.0 -146.7 * 57. 180. AG 165. 100.0 0.0 24.0 0.42 2.9 2. AS NB TH APP * 32.0 0.0 32.0 -985.0 * 985. 180. AG 1160. 5.5 0.0 61.0 3. AS NB TH DEP * 32.0 0.0 32.0 985.0 * 985. 360. AG 1098. 5.5 0.0 61.0 4. AS NB TH Q * 32.0 -87.0 32.0 -249.5 * 163. 180. AG 177. 100.0 0.0 41.0 0.25 8.3 5. AS SB LT Q * 0.0 101.0 0.0 182.7 * 82. 360. AG 157. 100.0 0.0 24.0 0.39 4.1 6. AS SB TH APP * -32.0 0.0 -32.0 985.0 * 985. 360. AG 1666. 5.5 0.0 61.0 7. AS SB TH DEP * -32.0 0.0 -32.0 -985.0 * 985. 180. AG 2187. 5.5 0.0 61.0 8. AS SB TH Q * -32.0 101.0 -32.0 319.5 * 219. 360. AG 165. 100.0 0.0 41.0 0.30 11.1 9. M EB LT Q * -84.0 -24.0 -144.8 -24.0 * 61. 270. AG 77. 100.0 0.0 12.0 0.52 3.1 10. M EB TH APP * 0.0 -44.0 -985.0 -44.0 * 985. 270. AG 823. 5.6 0.0 48.0 11. M EB TH DEP * 0.0 -44.0 985.0 -44.0 * 985. 90. AG 1122. 5.6 0.0 48.0 12. M EB TH Q * -85.0 -44.0 -278.3 -44.0 * 193. 270. AG 131. 100.0 0.0 28.0 0.52 9.8 13. M WB LT Q * 84.0 36.0 517.0 36.1 * 433. 90. AG 72. 100.0 0.0 12.0 1.06 22.0 14. M WB TH APP * 0.0 56.0 985.0 56.0 * 985. 90. AG 559. 5.6 0.0 48.0 15. M WB TH DEP * 0.0 56.0 -985.0 56.0 * 985. 270. AG 727. 5.6 0.0 48.0 16. M WB TH Q * 84.0 56.0 204.5 56.0 * 121. 90. AG 121. 100.0 0.0 28.0 0.27 6.1 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. AS NB LT Q * 120 108 2.0 192 3433 34.20 2 3 4. AS NB TH Q * 120 77 2.0 1160 4821 34.20 2 3 5. AS SB LT Q * 120 103 2.0 291 3433 34.20 2 3 8. AS SB TH Q * 120 72 2.0 1666 4969 34.20 2 3 9. M EB LT Q * 120 101 2.0 110 1711 34.20 2 3 12. M EB TH Q * 120 86 2.0 823 3181 34.20 2 3 13. M WB LT Q * 120 94 2.0 333 1711 34.20 2 3 16. M WB TH Q * 120 79 2.0 559 3299 34.20 2 3 25 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 75.0 92.0 5.9 * 2. REC 2 (N 25) * 75.0 174.0 5.9 * 3. REC 3 (N 50) * 75.0 256.0 5.9 * 4. REC 4 (E 25) * 157.0 92.0 5.9 * 5. REC 5 (E 50) * 239.0 92.0 5.9 * 6. REC 6 (N 25 E 25) * 157.0 174.0 5.9 * 7. REC 7 (N 25 E 50) * 239.0 174.0 5.9 * 8. REC 8 (N 50 E 25) * 157.0 256.0 5.9 * 9. REC 9 (N 50 E 50) * 239.0 256.0 5.9 * 10. REC 10(SE CORNER) * 75.0 -77.0 5.9 * 11. REC 11(S 25) * 75.0 -159.0 5.9 * 12. REC 12(S 50) * 75.0 -241.0 5.9 * 13. REC 13(E 25) * 157.0 -77.0 5.9 * 14. REC 14(E 50) * 239.0 -77.0 5.9 * 15. REC 15(S 25 E 25) * 157.0 -159.0 5.9 * 16. REC 16(S 25 E 50) * 239.0 -159.0 5.9 * 17. REC 17(S 50 E 25) * 157.0 -241.0 5.9 * 18. REC 18(S 50 E 50) * 239.0 -241.0 5.9 * 19. REC 19(SW CORNER) * -80.0 -85.0 5.9 * 20. REC 20(S 25) * -80.0 -167.0 5.9 * 21. REC 21(S 50) * -80.0 -249.0 5.9 * 22. REC 22(W 25) * -162.0 -85.0 5.9 * 23. REC 23(W 50) * -244.0 -85.0 5.9 * 24. REC 24(S 25 W 25) * -162.0 -167.0 5.9 * 25. REC 25(S 25 W 50) * -244.0 -167.0 5.9 * 26. REC 26(S 50 W 25) * -162.0 -249.0 5.9 * 27. REC 27(S 50 W 50) * -244.0 -249.0 5.9 * 28. REC 28(NW CORNER) * -77.0 90.0 5.9 * 29. REC 29(N 25) * -77.0 172.0 5.9 * 30. REC 30(N 50) * -77.0 254.0 5.9 * 31. REC 31(W 25) * -159.0 90.0 5.9 * 32. REC 32(W 50) * -241.0 90.0 5.9 * 33. REC 33(N 25 W 25) * -159.0 172.0 5.9 * 34. REC 34(N 25 W 50) * -241.0 172.0 5.9 * 35. REC 35(N 50 W 25) * -159.0 254.0 5.9 * 36. REC 36(N 50 W 50) * -241.0 254.0 6.0 * 26 PAGE JOB: MAIN & ALMA SCHOOL 2 LANE 3 RUN: MESA LRT EXTENSION 2 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.5 0.5 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.1 0.4 0.3 0.1 0.1 0.1 0.1 0.6 0.7 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.4 0.3 0.1 0.1 0.1 0.1 0.8 0.6 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.5 0.4 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.6 0.6 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.6 0.7 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.7 0.9 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.7 0.8 80. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 0.7 0.8 90. * 0.3 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.7 0.6 100. * 0.5 0.0 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.8 0.6 110. * 0.5 0.1 0.0 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.6 120. * 0.6 0.2 0.0 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 130. * 0.6 0.3 0.0 0.5 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.5 140. * 0.6 0.3 0.0 0.5 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.5 150. * 0.5 0.3 0.1 0.6 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 160. * 0.5 0.2 0.1 0.6 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 170. * 0.4 0.3 0.1 0.6 0.3 0.3 0.2 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 180. * 0.6 0.5 0.4 0.6 0.3 0.3 0.2 0.1 0.0 0.4 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 190. * 0.8 0.5 0.6 0.9 0.3 0.5 0.3 0.4 0.1 0.7 0.5 0.4 0.2 0.0 0.2 0.0 0.2 0.0 0.1 0.1 200. * 0.7 0.6 0.5 0.9 0.5 0.4 0.5 0.3 0.3 0.8 0.6 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.0 0.0 210. * 0.5 0.4 0.6 0.9 0.7 0.4 0.6 0.2 0.4 0.9 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 220. * 0.4 0.6 0.7 0.9 0.7 0.2 0.4 0.3 0.1 0.9 0.8 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 230. * 0.7 0.7 0.6 0.7 0.8 0.2 0.2 0.4 0.1 0.9 0.8 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 240. * 0.7 0.7 0.5 0.7 0.5 0.3 0.0 0.4 0.3 0.9 0.8 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 250. * 0.6 0.8 0.5 0.6 0.4 0.5 0.2 0.3 0.3 0.9 0.8 0.5 0.5 0.3 0.4 0.3 0.2 0.2 0.0 0.0 260. * 0.5 0.8 0.5 0.6 0.5 0.5 0.4 0.3 0.3 0.8 0.8 0.6 0.4 0.4 0.4 0.3 0.3 0.2 0.0 0.0 270. * 0.6 0.6 0.5 0.5 0.6 0.4 0.3 0.3 0.3 0.8 0.9 0.7 0.6 0.6 0.4 0.3 0.3 0.3 0.2 0.0 280. * 0.5 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.7 1.1 0.8 0.6 0.4 0.7 0.4 0.4 0.3 0.4 0.1 290. * 0.7 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.8 1.2 0.8 0.5 0.2 0.7 0.3 0.4 0.3 0.6 0.1 300. * 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.7 1.2 0.9 0.3 0.3 0.3 0.1 0.5 0.3 0.6 0.2 310. * 0.7 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.6 1.1 0.9 0.5 0.6 0.4 0.2 0.5 0.3 0.5 0.2 320. * 0.7 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.6 0.8 1.1 0.5 0.7 0.4 0.4 0.3 0.1 0.5 0.2 330. * 0.7 0.5 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.7 0.9 1.1 0.6 0.6 0.4 0.5 0.4 0.4 0.5 0.2 340. * 0.5 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.0 0.8 0.8 1.0 0.6 0.6 0.4 0.4 0.4 0.3 0.4 0.2 350. * 0.3 0.3 0.3 0.2 0.0 0.2 0.0 0.1 0.0 0.8 0.6 0.7 0.6 0.3 0.4 0.1 0.3 0.1 0.5 0.3 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 0.8 0.8 0.7 0.9 0.8 0.5 0.6 0.4 0.4 0.9 1.2 1.1 0.6 0.7 0.7 0.5 0.5 0.4 0.8 0.9 DEGR. * 190 250 220 190 230 190 210 190 210 220 290 320 270 320 280 330 300 330 20 60 27 PAGE JOB: MAIN & ALMA SCHOOL 2 LANE RUN: MESA LRT EXTENSION 2 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.3 0.5 0.4 0.3 0.2 0.2 0.1 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 10. * 0.6 0.6 0.5 0.4 0.3 0.3 0.2 0.7 0.6 0.4 0.1 0.0 0.1 0.0 0.1 0.0 20. * 0.7 0.8 0.5 0.5 0.4 0.5 0.3 0.8 0.7 0.5 0.3 0.1 0.2 0.1 0.2 0.1 30. * 0.7 0.8 0.7 0.6 0.5 0.2 0.3 0.9 0.8 0.6 0.3 0.1 0.3 0.1 0.2 0.1 40. * 0.8 0.8 0.7 0.3 0.4 0.1 0.1 0.9 0.8 0.7 0.4 0.3 0.3 0.2 0.2 0.2 50. * 0.7 0.8 0.6 0.1 0.3 0.6 0.1 1.0 0.8 0.8 0.4 0.2 0.4 0.2 0.2 0.1 60. * 0.7 0.4 0.5 0.3 0.1 0.5 0.3 0.8 0.7 0.7 0.5 0.2 0.4 0.2 0.3 0.1 70. * 0.7 0.4 0.5 0.6 0.2 0.5 0.3 0.7 0.7 0.7 0.5 0.2 0.4 0.2 0.3 0.2 80. * 0.6 0.5 0.5 0.6 0.3 0.4 0.2 0.6 0.8 0.7 0.4 0.3 0.4 0.2 0.4 0.2 90. * 0.5 0.6 0.5 0.4 0.2 0.4 0.2 0.8 0.8 0.7 0.6 0.3 0.5 0.2 0.4 0.2 100. * 0.5 0.6 0.2 0.4 0.2 0.3 0.1 0.8 0.9 0.7 0.6 0.3 0.5 0.3 0.4 0.2 110. * 0.4 0.5 0.2 0.4 0.1 0.3 0.1 0.8 1.3 0.7 0.3 0.4 0.5 0.3 0.4 0.2 120. * 0.4 0.4 0.2 0.3 0.1 0.3 0.1 0.5 1.1 0.7 0.4 0.2 0.4 0.2 0.5 0.2 130. * 0.4 0.4 0.2 0.3 0.2 0.3 0.2 0.4 1.0 0.9 0.5 0.4 0.2 0.2 0.5 0.2 140. * 0.5 0.3 0.2 0.3 0.2 0.3 0.2 0.7 0.9 0.9 0.4 0.6 0.4 0.4 0.2 0.2 150. * 0.5 0.3 0.2 0.3 0.1 0.3 0.1 0.7 0.8 0.9 0.7 0.5 0.5 0.4 0.4 0.2 160. * 0.5 0.3 0.1 0.3 0.1 0.3 0.1 0.8 0.6 1.0 0.6 0.4 0.5 0.3 0.4 0.2 170. * 0.5 0.1 0.1 0.1 0.1 0.1 0.0 0.8 0.8 0.8 0.5 0.4 0.5 0.3 0.2 0.2 180. * 0.3 0.1 0.0 0.1 0.0 0.0 0.0 0.7 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 190. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.2 0.3 0.3 0.2 0.1 0.1 0.0 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.1 0.3 0.2 0.2 0.1 0.0 0.0 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.1 0.3 0.2 0.1 0.1 0.0 0.0 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.2 0.1 0.1 0.0 0.0 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 260. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.2 0.2 0.0 0.0 0.0 0.0 270. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 280. * 0.0 0.3 0.2 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.0 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.0 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.0 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.1 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.1 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.1 0.4 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.2 0.4 0.4 0.2 0.2 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.8 0.8 0.7 0.6 0.5 0.6 0.3 1.0 1.3 1.0 0.7 0.6 0.5 0.4 0.5 0.2 DEGR. * 40 20 30 30 30 50 20 50 110 160 150 140 90 140 120 40 THE HIGHEST CONCENTRATION OF 1.30 PPM OCCURRED AT RECEPTOR REC29. 28 4 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: UNIVERSITY & COUNTRY CLUB 2 LANE PAGE 1 RUN: MESA LRT EXTENSION NO BUILD DATE : 3/17/10 TIME : 16: 1: 6 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. CC NB LT Q * 0.0 -69.0 0.0 -96.9 * 28. 180. AG 161. 100.0 0.0 20.0 0.21 1.4 2. CC NB TH APP * 36.0 0.0 36.0 -985.0 * 985. 180. AG 1444. 5.5 0.0 53.0 3. CC NB TH DEP * 36.0 0.0 36.0 985.0 * 985. 360. AG 1537. 5.5 0.0 53.0 4. CC NB TH Q * 36.0 -69.0 36.0 -237.3 * 168. 180. AG 176. 100.0 0.0 33.0 0.30 8.6 5. CC SB LT Q * 0.0 82.0 0.0 171.2 * 89. 360. AG 150. 100.0 0.0 18.0 0.41 4.5 6. CC SB TH APP * -35.0 0.0 -35.0 985.0 * 985. 360. AG 1195. 5.5 0.0 53.0 7. CC SB TH DEP * -35.0 0.0 -35.0 -985.0 * 985. 180. AG 1453. 5.5 0.0 53.0 8. CC SB TH Q * -35.0 82.0 -35.0 208.2 * 126. 360. AG 160. 100.0 0.0 33.0 0.21 6.4 9. U EB LT Q * -72.0 0.0 -135.8 0.0 * 64. 270. AG 154. 100.0 0.0 20.0 0.34 3.2 10. U EB TH APP * 0.0 -33.0 -985.0 -33.0 * 985. 270. AG 1170. 5.8 0.0 53.0 11. U EB TH DEP * 0.0 -33.0 985.0 -33.0 * 985. 90. AG 1753. 5.8 0.0 53.0 12. U EB TH Q * -72.0 -33.0 -212.7 -33.0 * 141. 270. AG 182. 100.0 0.0 33.0 0.26 7.2 13. U WB LT Q * 70.0 2.0 126.8 2.0 * 57. 90. AG 161. 100.0 0.0 20.0 0.43 2.9 14. U WB TH APP * 0.0 35.0 985.0 35.0 * 985. 90. AG 805. 5.6 0.0 53.0 15. U WB TH DEP * 0.0 35.0 -985.0 35.0 * 985. 270. AG 899. 5.6 0.0 53.0 16. U WB TH Q * 70.0 35.0 172.6 35.0 * 103. 90. AG 193. 100.0 0.0 33.0 0.21 5.2 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. CC NB LT Q * 100 88 2.0 116 3433 34.20 2 3 4. CC NB TH Q * 100 64 2.0 1444 4933 34.20 2 3 5. CC SB LT Q * 100 82 2.0 398 3433 34.20 2 3 8. CC SB TH Q * 100 58 2.0 1195 5029 34.20 2 3 9. U EB LT Q * 100 84 2.0 278 3433 34.20 2 3 12. U EB TH Q * 100 66 2.0 1170 5014 34.20 2 3 13. U WB LT Q * 100 88 2.0 236 3433 34.20 2 3 16. U WB TH Q * 100 70 2.0 805 4984 34.20 2 3 29 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 75.0 77.0 5.9 * 2. REC 2 (N 25) * 75.0 159.0 5.9 * 3. REC 3 (N 50) * 75.0 241.0 5.9 * 4. REC 4 (E 25) * 157.0 77.0 5.9 * 5. REC 5 (E 50) * 239.0 77.0 5.9 * 6. REC 6 (N 25 E 25) * 157.0 159.0 5.9 * 7. REC 7 (N 25 E 50) * 239.0 159.0 5.9 * 8. REC 8 (N 50 E 25) * 157.0 241.0 5.9 * 9. REC 9 (N 50 E 50) * 239.0 241.0 5.9 * 10. REC 10(SE CORNER) * 73.0 -74.0 5.9 * 11. REC 11(S 25) * 73.0 -156.0 5.9 * 12. REC 12(S 50) * 73.0 -238.0 5.9 * 13. REC 13(E 25) * 155.0 -74.0 5.9 * 14. REC 14(E 50) * 237.0 -74.0 5.9 * 15. REC 15(S 25 E 25) * 155.0 -156.0 5.9 * 16. REC 16(S 25 E 50) * 237.0 -156.0 5.9 * 17. REC 17(S 50 E 25) * 155.0 -238.0 5.9 * 18. REC 18(S 50 E 50) * 237.0 -238.0 5.9 * 19. REC 19(SW CORNER) * -72.0 -77.0 5.9 * 20. REC 20(S 25) * -72.0 -159.0 5.9 * 21. REC 21(S 50) * -72.0 -241.0 5.9 * 22. REC 22(W 25) * -154.0 -77.0 5.9 * 23. REC 23(W 50) * -236.0 -77.0 5.9 * 24. REC 24(S 25 W 25) * -154.0 -159.0 5.9 * 25. REC 25(S 25 W 50) * -236.0 -159.0 5.9 * 26. REC 26(S 50 W 25) * -154.0 -241.0 5.9 * 27. REC 27(S 50 W 50) * -236.0 -241.0 5.9 * 28. REC 28(NW CORNER) * -70.0 77.0 5.9 * 29. REC 29(N 25) * -70.0 159.0 5.9 * 30. REC 30(N 50) * -70.0 241.0 5.9 * 31. REC 31(W 25) * -152.0 77.0 5.9 * 32. REC 32(W 50) * -234.0 77.0 5.9 * 33. REC 33(N 25 W 25) * -152.0 159.0 5.9 * 34. REC 34(N 25 W 50) * -234.0 159.0 5.9 * 35. REC 35(N 50 W 25) * -152.0 241.0 5.9 * 36. REC 36(N 50 W 50) * -234.0 241.0 6.0 * 30 PAGE JOB: UNIVERSITY & COUNTRY CLUB 2 LANE 3 RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.8 0.7 0.7 0.4 0.3 0.1 0.3 0.1 1.0 0.7 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.4 0.5 0.5 0.4 0.2 0.1 0.1 0.1 1.1 0.6 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.3 0.2 0.5 0.4 0.1 0.1 0.1 0.1 0.9 0.6 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.1 0.4 0.4 0.1 0.1 0.1 0.1 0.7 0.6 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.1 0.1 0.4 0.4 0.1 0.1 0.1 0.1 0.5 0.8 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.4 0.4 0.1 0.1 0.1 0.1 0.8 0.7 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.1 0.5 0.5 0.2 0.2 0.1 0.1 0.9 0.7 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.1 0.5 0.5 0.2 0.1 0.1 0.1 0.9 0.7 80. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.5 0.5 0.1 0.1 0.0 0.0 0.9 0.6 90. * 0.2 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.2 0.1 0.0 0.0 0.0 0.7 0.6 100. * 0.4 0.2 0.0 0.3 0.3 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.7 0.5 110. * 0.7 0.2 0.1 0.4 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 120. * 0.8 0.2 0.1 0.4 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 130. * 0.7 0.2 0.1 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 140. * 0.7 0.3 0.1 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 150. * 0.7 0.4 0.2 0.3 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 160. * 0.8 0.5 0.2 0.4 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 170. * 1.0 0.6 0.4 0.5 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 180. * 1.0 0.8 0.6 0.7 0.2 0.4 0.2 0.3 0.1 0.5 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 190. * 1.1 0.8 0.5 0.9 0.3 0.8 0.3 0.5 0.2 0.7 0.5 0.4 0.1 0.0 0.1 0.0 0.1 0.0 0.1 0.1 200. * 0.9 0.6 0.6 1.0 0.4 0.8 0.5 0.5 0.4 0.8 0.6 0.4 0.2 0.1 0.2 0.1 0.2 0.1 0.0 0.0 210. * 0.7 0.4 0.7 1.0 0.5 0.7 0.6 0.2 0.5 0.9 0.8 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 220. * 0.7 0.7 0.8 1.0 0.6 0.4 0.6 0.1 0.1 0.9 0.8 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 230. * 0.6 0.8 0.8 0.9 0.7 0.3 0.3 0.6 0.1 0.8 0.7 0.3 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 240. * 0.8 0.9 0.7 1.0 0.7 0.4 0.4 0.6 0.3 0.7 0.7 0.3 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 250. * 0.8 0.9 0.4 0.7 0.8 0.6 0.3 0.4 0.3 0.8 0.7 0.3 0.4 0.3 0.4 0.3 0.2 0.2 0.0 0.0 260. * 0.6 0.8 0.4 0.7 0.7 0.6 0.5 0.3 0.2 0.9 0.7 0.4 0.5 0.4 0.4 0.3 0.2 0.2 0.1 0.0 270. * 0.7 0.6 0.3 0.6 0.5 0.4 0.2 0.2 0.1 1.0 0.7 0.5 0.6 0.6 0.4 0.3 0.3 0.3 0.3 0.0 280. * 0.6 0.6 0.3 0.4 0.3 0.3 0.2 0.2 0.1 1.2 0.8 0.6 0.8 0.7 0.6 0.4 0.3 0.3 0.5 0.1 290. * 0.7 0.4 0.3 0.4 0.2 0.2 0.1 0.2 0.1 1.1 1.0 0.8 0.7 0.6 0.7 0.6 0.5 0.4 0.6 0.1 300. * 0.7 0.4 0.3 0.4 0.1 0.2 0.1 0.2 0.1 0.9 1.0 0.9 0.7 0.7 0.6 0.2 0.6 0.5 0.7 0.2 310. * 0.7 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.8 1.1 0.9 0.8 0.9 0.3 0.1 0.6 0.3 0.8 0.3 320. * 0.6 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.8 1.0 1.1 1.0 0.8 0.4 0.4 0.2 0.1 0.8 0.3 330. * 0.6 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.1 0.9 1.0 0.9 1.0 0.7 0.6 0.4 0.5 0.4 0.8 0.3 340. * 0.4 0.4 0.4 0.2 0.1 0.2 0.1 0.2 0.1 1.1 0.9 1.0 0.9 0.6 0.5 0.3 0.3 0.3 0.9 0.4 350. * 0.4 0.4 0.4 0.1 0.0 0.1 0.0 0.1 0.0 1.2 0.7 0.8 0.8 0.5 0.4 0.2 0.4 0.2 0.8 0.4 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 1.1 0.9 0.8 1.0 0.8 0.8 0.6 0.6 0.5 1.2 1.1 1.1 1.0 0.9 0.7 0.6 0.6 0.5 1.1 0.8 DEGR. * 190 240 220 200 250 190 210 230 210 280 310 320 320 310 290 290 300 300 10 40 31 PAGE JOB: UNIVERSITY & COUNTRY CLUB 2 LANE RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.5 0.7 0.3 0.3 0.1 0.2 0.1 0.4 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10. * 0.4 1.0 0.4 0.6 0.2 0.4 0.2 0.6 0.4 0.4 0.2 0.0 0.1 0.0 0.1 0.0 20. * 0.6 1.1 0.6 0.7 0.4 0.4 0.4 0.8 0.5 0.4 0.2 0.2 0.2 0.1 0.2 0.1 30. * 0.7 1.2 0.7 0.5 0.6 0.2 0.4 0.9 0.6 0.4 0.2 0.2 0.2 0.2 0.2 0.2 40. * 0.8 1.1 0.9 0.4 0.6 0.2 0.3 0.8 0.6 0.3 0.3 0.2 0.2 0.2 0.2 0.2 50. * 0.6 0.9 1.1 0.4 0.3 0.4 0.2 0.9 0.7 0.3 0.3 0.2 0.2 0.2 0.2 0.2 60. * 0.6 0.9 0.9 0.5 0.4 0.4 0.4 0.9 0.7 0.3 0.5 0.3 0.3 0.2 0.2 0.2 70. * 0.6 0.8 0.8 0.4 0.3 0.4 0.4 0.8 0.8 0.3 0.5 0.3 0.3 0.2 0.2 0.2 80. * 0.5 0.7 0.7 0.4 0.4 0.4 0.4 0.6 0.8 0.3 0.4 0.4 0.3 0.3 0.2 0.2 90. * 0.4 0.6 0.6 0.4 0.4 0.3 0.3 0.8 0.8 0.3 0.7 0.6 0.5 0.3 0.2 0.2 100. * 0.3 0.4 0.4 0.3 0.3 0.2 0.2 0.7 1.1 0.3 0.6 0.4 0.7 0.6 0.3 0.3 110. * 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.9 1.2 0.4 0.6 0.4 0.8 0.5 0.4 0.4 120. * 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.9 1.2 0.5 0.4 0.9 0.7 0.1 0.6 0.4 130. * 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.6 1.2 0.8 0.7 0.9 0.3 0.2 0.7 0.3 140. * 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.6 1.0 0.9 0.7 0.7 0.5 0.7 0.4 0.0 150. * 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.8 0.9 0.8 0.9 0.6 0.4 0.5 0.4 0.3 160. * 0.4 0.2 0.1 0.2 0.1 0.2 0.1 0.7 0.7 1.0 0.7 0.5 0.7 0.5 0.3 0.3 170. * 0.4 0.1 0.0 0.1 0.0 0.1 0.0 0.7 0.7 0.8 0.7 0.4 0.6 0.4 0.3 0.2 180. * 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.7 0.5 0.5 0.2 0.4 0.2 0.2 0.1 190. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 0.4 0.4 0.2 0.3 0.2 0.1 0.0 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 0.1 0.4 0.2 0.3 0.2 0.0 0.0 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.3 0.2 0.3 0.2 0.2 0.2 0.1 0.1 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 0.1 0.3 0.2 0.2 0.2 0.1 0.1 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.0 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.3 0.2 0.2 0.0 0.0 260. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 270. * 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 280. * 0.0 0.3 0.3 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.1 0.4 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.1 0.5 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.1 0.6 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.1 0.7 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.2 0.7 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.2 0.7 0.3 0.2 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.3 0.7 0.3 0.3 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.8 1.2 1.1 0.7 0.6 0.4 0.4 0.9 1.2 1.0 0.9 0.9 0.8 0.7 0.7 0.4 DEGR. * 40 30 50 20 30 10 20 110 110 160 150 120 110 140 130 110 THE HIGHEST CONCENTRATION OF 1.20 PPM OCCURRED AT RECEPTOR REC22. 32 4 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: MAIN & COUNTRY CLUB 2 LANE DATE : TIME : PAGE 1 RUN: MESA LRT EXTENSION NO BUILD 3/18/10 9:34:28 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. CC NB LT Q * 0.0 -88.0 0.0 -162.2 * 74. 180. AG 162. 100.0 0.0 25.0 0.45 3.8 2. CC NB TH APP * 32.0 0.0 32.0 -985.0 * 985. 180. AG 1480. 5.5 0.0 60.0 3. CC NB TH DEP * 32.0 0.0 32.0 985.0 * 985. 360. AG 1897. 5.5 0.0 60.0 4. CC NB TH Q * 32.0 -88.0 32.0 -276.7 * 189. 180. AG 161. 100.0 0.0 40.0 0.27 9.6 5. CC SB LT Q * -4.0 102.0 -4.0 138.0 * 36. 360. AG 165. 100.0 0.0 25.0 0.52 1.8 6. CC SB TH APP * -38.0 0.0 -38.0 985.0 * 985. 360. AG 1715. 5.5 0.0 60.0 7. CC SB TH DEP * -38.0 0.0 -38.0 -985.0 * 985. 180. AG 1776. 5.5 0.0 60.0 8. CC SB TH Q * -38.0 102.0 -38.0 326.8 * 225. 360. AG 165. 100.0 0.0 40.0 0.32 11.4 9. M EB LT Q * -104.0 -20.0 -1449.8 -20.0 * 1346. 270. AG 67. 100.0 0.0 14.0 1.25 68.4 10. M EB TH APP * 0.0 -34.0 -985.0 -34.0 * 985. 270. AG 274. 5.8 0.0 34.0 11. M EB TH DEP * 0.0 -34.0 985.0 -34.0 * 985. 90. AG 563. 5.8 0.0 34.0 12. M EB TH Q * -104.0 -34.0 -240.3 -34.0 * 136. 270. AG 70. 100.0 0.0 14.0 0.74 6.9 13. M EB R APP * 0.0 -55.0 -985.0 -55.0 * 985. 270. AG 250. 5.8 0.0 35.0 14. M EB R Q * -104.0 -55.0 -228.4 -55.0 * 124. 270. AG 70. 100.0 0.0 15.0 0.79 6.3 15. M WB LT Q * 96.0 38.0 177.1 38.0 * 81. 90. AG 70. 100.0 0.0 12.0 0.46 4.1 16. M WB TH APP * 0.0 51.0 985.0 51.0 * 985. 90. AG 261. 5.6 0.0 44.0 17. M WB TH DEP * 0.0 51.0 -985.0 51.0 * 985. 270. AG 802. 5.6 0.0 44.0 18. M WB TH Q * 88.0 51.0 155.5 51.0 * 68. 90. AG 145. 100.0 0.0 24.0 0.25 3.4 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. CC NB LT Q * 120 106 2.0 257 3433 34.20 2 3 4. CC NB TH Q * 120 70 2.0 1480 4749 34.20 2 3 5. CC SB LT Q * 120 108 2.0 122 1770 34.20 2 3 8. CC SB TH Q * 120 72 2.0 1715 4847 34.20 2 3 9. M EB LT Q * 120 87 2.0 516 1711 34.20 2 3 12. M EB TH Q * 120 91 2.0 274 1786 34.20 2 3 14. M EB R Q * 120 91 2.0 250 1531 34.20 2 3 15. M WB LT Q * 120 91 2.0 163 1711 34.20 2 3 18. M WB TH Q * 120 95 2.0 261 2980 34.20 2 3 33 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 86.0 89.0 5.9 * 2. REC 2 (N 25) * 86.0 171.0 5.9 * 3. REC 3 (N 50) * 86.0 253.0 5.9 * 4. REC 4 (E 25) * 168.0 89.0 5.9 * 5. REC 5 (E 50) * 250.0 89.0 5.9 * 6. REC 6 (N 25 E 25) * 168.0 171.0 5.9 * 7. REC 7 (N 25 E 50) * 250.0 171.0 5.9 * 8. REC 8 (N 50 E 25) * 168.0 253.0 5.9 * 9. REC 9 (N 50 E 50) * 250.0 253.0 5.9 * 10. REC 10(SE CORNER) * 84.0 -72.0 5.9 * 11. REC 11(S 25) * 84.0 -154.0 5.9 * 12. REC 12(S 50) * 84.0 -236.0 5.9 * 13. REC 13(E 25) * 166.0 -72.0 5.9 * 14. REC 14(E 50) * 248.0 -72.0 5.9 * 15. REC 15(S 25 E 25) * 166.0 -154.0 5.9 * 16. REC 16(S 25 E 50) * 248.0 -154.0 5.9 * 17. REC 17(S 50 E 25) * 166.0 -236.0 5.9 * 18. REC 18(S 50 E 50) * 248.0 -236.0 5.9 * 19. REC 19(SW CORNER) * -82.0 -80.0 5.9 * 20. REC 20(S 25) * -82.0 -162.0 5.9 * 21. REC 21(S 50) * -82.0 -244.0 5.9 * 22. REC 22(W 25) * -164.0 -80.0 5.9 * 23. REC 23(W 50) * -246.0 -80.0 5.9 * 24. REC 24(S 25 W 25) * -164.0 -162.0 5.9 * 25. REC 25(S 25 W 50) * -246.0 -162.0 5.9 * 26. REC 26(S 50 W 25) * -164.0 -244.0 5.9 * 27. REC 27(S 50 W 50) * -246.0 -244.0 5.9 * 28. REC 28(NW CORNER) * -84.0 86.0 5.9 * 29. REC 29(N 25) * -84.0 168.0 5.9 * 30. REC 30(N 50) * -84.0 250.0 5.9 * 31. REC 31(W 25) * -166.0 86.0 5.9 * 32. REC 32(W 50) * -248.0 86.0 5.9 * 33. REC 33(N 25 W 25) * -166.0 168.0 5.9 * 34. REC 34(N 25 W 50) * -248.0 168.0 5.9 * 35. REC 35(N 50 W 25) * -166.0 250.0 5.9 * 36. REC 36(N 50 W 50) * -248.0 250.0 5.9 * 34 PAGE JOB: MAIN & COUNTRY CLUB 2 LANE 3 RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 0.4 0.3 0.1 0.1 0.0 0.1 0.0 0.5 0.5 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.7 0.6 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.7 0.7 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.5 0.5 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.4 0.6 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.4 0.6 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.4 0.7 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.4 0.7 80. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.4 0.7 90. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.7 0.7 100. * 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.6 110. * 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.5 120. * 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.6 130. * 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.5 140. * 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.5 150. * 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 160. * 0.4 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 170. * 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 180. * 0.5 0.5 0.4 0.1 0.0 0.1 0.0 0.0 0.0 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 190. * 0.5 0.4 0.5 0.4 0.0 0.4 0.1 0.4 0.1 0.5 0.4 0.3 0.2 0.0 0.1 0.0 0.1 0.0 0.1 0.1 200. * 0.7 0.5 0.6 0.6 0.2 0.4 0.2 0.3 0.2 0.8 0.7 0.4 0.2 0.2 0.2 0.2 0.2 0.1 0.0 0.0 210. * 0.6 0.5 0.6 0.6 0.3 0.4 0.3 0.3 0.3 0.8 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 220. * 0.4 0.5 0.5 0.7 0.3 0.4 0.4 0.2 0.2 0.8 0.6 0.4 0.3 0.2 0.3 0.2 0.2 0.2 0.0 0.0 230. * 0.4 0.6 0.6 0.6 0.3 0.1 0.2 0.3 0.1 0.8 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 240. * 0.4 0.6 0.5 0.4 0.4 0.2 0.1 0.3 0.2 0.8 0.6 0.5 0.5 0.3 0.4 0.3 0.2 0.2 0.0 0.0 250. * 0.5 0.7 0.5 0.4 0.3 0.5 0.2 0.3 0.3 0.6 0.6 0.6 0.4 0.3 0.4 0.3 0.3 0.2 0.0 0.0 260. * 0.5 0.6 0.5 0.5 0.4 0.4 0.4 0.3 0.3 0.5 0.7 0.6 0.4 0.3 0.4 0.3 0.3 0.3 0.0 0.0 270. * 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.5 0.7 0.6 0.4 0.3 0.5 0.3 0.4 0.3 0.3 0.0 280. * 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.3 0.3 0.5 0.9 0.6 0.5 0.4 0.6 0.4 0.4 0.3 0.4 0.1 290. * 0.6 0.5 0.5 0.3 0.3 0.3 0.3 0.3 0.2 0.5 0.9 0.7 0.3 0.1 0.5 0.3 0.4 0.3 0.6 0.1 300. * 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.6 0.8 0.6 0.3 0.4 0.3 0.1 0.5 0.3 0.6 0.1 310. * 0.6 0.6 0.5 0.3 0.3 0.3 0.2 0.2 0.2 0.6 0.7 0.7 0.4 0.5 0.2 0.2 0.4 0.1 0.5 0.1 320. * 0.6 0.5 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.6 0.7 0.8 0.4 0.5 0.4 0.3 0.3 0.2 0.4 0.2 330. * 0.5 0.5 0.4 0.3 0.2 0.3 0.2 0.3 0.2 0.6 0.6 0.8 0.6 0.3 0.3 0.3 0.4 0.3 0.3 0.2 340. * 0.5 0.4 0.4 0.2 0.2 0.2 0.1 0.2 0.1 0.8 0.6 0.9 0.5 0.3 0.3 0.2 0.3 0.2 0.1 0.0 350. * 0.4 0.4 0.4 0.2 0.1 0.1 0.0 0.1 0.0 0.6 0.5 0.5 0.4 0.2 0.3 0.1 0.2 0.1 0.3 0.1 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 0.7 0.7 0.6 0.7 0.4 0.5 0.4 0.4 0.3 0.8 0.9 0.9 0.6 0.5 0.6 0.4 0.5 0.3 0.8 0.7 DEGR. * 200 250 200 220 240 250 220 190 210 220 280 340 330 310 280 280 300 260 120 20 35 PAGE JOB: MAIN & COUNTRY CLUB 2 LANE RUN: MESA LRT EXTENSION NO BUILD MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.4 0.6 0.2 0.3 0.1 0.1 0.0 0.5 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 10. * 0.5 0.8 0.4 0.4 0.2 0.3 0.1 0.7 0.6 0.5 0.2 0.0 0.2 0.0 0.1 0.0 20. * 0.7 0.8 0.4 0.3 0.6 0.4 0.3 0.9 0.8 0.6 0.3 0.2 0.2 0.2 0.2 0.1 30. * 0.7 0.8 0.7 0.3 0.5 0.3 0.3 0.9 0.9 0.7 0.3 0.2 0.3 0.2 0.2 0.2 40. * 0.6 0.7 0.7 0.3 0.4 0.2 0.2 0.9 0.9 0.8 0.4 0.3 0.3 0.2 0.2 0.2 50. * 0.7 0.6 0.7 0.2 0.1 0.4 0.1 0.9 0.9 0.9 0.4 0.3 0.4 0.3 0.3 0.2 60. * 0.6 0.5 0.7 0.2 0.1 0.4 0.3 0.7 0.7 0.7 0.4 0.3 0.4 0.3 0.3 0.2 70. * 0.5 0.3 0.4 0.4 0.1 0.3 0.3 0.6 0.7 0.7 0.3 0.3 0.4 0.3 0.4 0.3 80. * 0.5 0.4 0.3 0.4 0.4 0.3 0.3 0.5 0.7 0.7 0.3 0.3 0.4 0.3 0.4 0.3 90. * 0.6 0.4 0.3 0.4 0.3 0.3 0.3 0.3 0.7 0.7 0.4 0.4 0.4 0.3 0.4 0.3 100. * 0.4 0.4 0.4 0.3 0.3 0.3 0.2 0.5 0.8 0.7 0.3 0.3 0.4 0.3 0.4 0.3 110. * 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.4 0.8 0.7 0.3 0.3 0.3 0.3 0.4 0.3 120. * 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.4 0.8 0.7 0.4 0.4 0.3 0.1 0.4 0.3 130. * 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.5 0.8 0.8 0.4 0.4 0.2 0.1 0.4 0.2 140. * 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.6 0.8 0.8 0.4 0.6 0.5 0.4 0.3 0.1 150. * 0.4 0.3 0.2 0.3 0.2 0.3 0.2 0.7 0.8 0.9 0.4 0.5 0.4 0.3 0.4 0.2 160. * 0.5 0.3 0.1 0.2 0.1 0.2 0.1 0.7 0.6 1.0 0.4 0.5 0.4 0.3 0.3 0.2 170. * 0.5 0.1 0.1 0.1 0.0 0.1 0.0 0.7 0.7 0.7 0.5 0.3 0.3 0.2 0.2 0.1 180. * 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.4 0.5 0.4 0.5 0.2 0.2 0.1 0.1 0.0 190. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.1 0.3 0.2 0.1 0.1 0.0 0.0 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.3 0.2 0.2 0.0 0.0 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.3 0.2 0.2 0.0 0.0 260. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.0 0.0 0.0 270. * 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 280. * 0.0 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.0 0.4 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.0 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.0 0.6 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.0 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.0 0.5 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.0 0.4 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.2 0.5 0.2 0.3 0.1 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.7 0.8 0.7 0.4 0.6 0.4 0.3 0.9 0.9 1.0 0.5 0.6 0.5 0.4 0.4 0.3 DEGR. * 20 10 30 10 20 20 20 50 30 160 170 140 140 140 70 70 THE HIGHEST CONCENTRATION OF 1.00 PPM OCCURRED AT RECEPTOR REC30. 36 4 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: MAIN & MESA 2 LANE DATE : TIME : PAGE 1 RUN: MESA LRT EXTENSION 2 LANE 3/18/10 9:52:38 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. M NB LT Q * 0.0 -94.0 0.0 -142.0 * 48. 180. AG 77. 100.0 0.0 12.0 0.39 2.4 2. M NB TH APP * 20.0 0.0 20.0 -985.0 * 985. 180. AG 1075. 5.5 0.0 48.0 3. M NB TH DEP * 20.0 0.0 20.0 985.0 * 985. 360. AG 1169. 5.5 0.0 48.0 4. M NB TH Q * 20.0 -94.0 20.0 -305.4 * 211. 180. AG 110. 100.0 0.0 28.0 0.45 10.7 5. M SB LT Q * 0.0 85.0 0.0 349.8 * 265. 360. AG 76. 100.0 0.0 10.0 1.03 13.5 6. M SB TH APP * -20.0 0.0 -20.0 985.0 * 985. 360. AG 1307. 5.5 0.0 46.0 7. M SB TH DEP * -20.0 0.0 -20.0 -985.0 * 985. 180. AG 1458. 5.5 0.0 46.0 8. M SB TH Q * -20.0 85.0 -20.0 334.9 * 250. 360. AG 107. 100.0 0.0 26.0 0.50 12.7 9. M EB LT Q * -9.0 -32.0 -46.7 -32.0 * 38. 270. AG 81. 100.0 0.0 12.0 0.46 1.9 10. M EB TH APP * 0.0 -45.0 -985.0 -45.0 * 985. 270. AG 460. 5.8 0.0 32.0 11. M EB TH DEP * 0.0 -45.0 985.0 -45.0 * 985. 90. AG 859. 5.8 0.0 32.0 12. M EB TH Q * -9.0 -45.0 -258.7 -45.0 * 250. 270. AG 63. 100.0 0.0 12.0 0.95 12.7 13. M EB R APP * 0.0 -60.0 -985.0 -60.0 * 985. 270. AG 79. 5.8 0.0 36.0 14. M EB R Q * -67.0 -60.0 -102.9 -60.0 * 36. 270. AG 63. 100.0 0.0 16.0 0.19 1.8 15. M WB LT Q * 77.0 23.0 342.0 23.0 * 265. 90. AG 81. 100.0 0.0 14.0 1.09 13.5 16. M WB TH APP * 0.0 36.0 985.0 36.0 * 985. 90. AG 231. 5.6 0.0 34.0 17. M WB TH DEP * 0.0 36.0 -985.0 36.0 * 985. 270. AG 401. 5.6 0.0 34.0 18. M WB TH Q * 77.0 36.0 181.8 36.0 * 105. 90. AG 63. 100.0 0.0 14.0 0.48 5.3 19. M WB R APP * 0.0 50.0 985.0 50.0 * 985. 90. AG 171. 5.6 0.0 32.0 20. M WB R Q * 77.0 50.0 154.6 50.0 * 78. 90. AG 63. 100.0 0.0 12.0 0.41 3.9 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. M NB LT Q * 120 101 2.0 87 1770 34.20 2 3 4. M NB TH Q * 120 72 2.0 1075 3267 34.20 2 3 5. M SB LT Q * 120 99 2.0 257 1770 34.20 2 3 8. M SB TH Q * 120 70 2.0 1307 3442 34.20 2 3 9. M EB LT Q * 120 106 2.0 65 1711 34.20 2 3 12. M EB TH Q * 120 83 2.0 460 1757 34.20 2 3 14. M EB R Q * 120 83 2.0 79 1531 34.20 2 3 15. M WB LT Q * 120 106 2.0 155 1711 34.20 2 3 18. M WB TH Q * 120 83 2.0 231 1757 34.20 2 3 20. M WB R Q * 120 83 2.0 171 1531 34.20 2 3 37 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 67.0 75.0 5.9 * 2. REC 2 (N 25) * 67.0 157.0 5.9 * 3. REC 3 (N 50) * 67.0 239.0 5.9 * 4. REC 4 (E 25) * 149.0 75.0 5.9 * 5. REC 5 (E 50) * 231.0 75.0 5.9 * 6. REC 6 (N 25 E 25) * 149.0 157.0 5.9 * 7. REC 7 (N 25 E 50) * 231.0 157.0 5.9 * 8. REC 8 (N 50 E 25) * 149.0 239.0 5.9 * 9. REC 9 (N 50 E 50) * 231.0 239.0 5.9 * 10. REC 10(SE CORNER) * 67.0 -82.0 5.9 * 11. REC 11(S 25) * 67.0 -164.0 5.9 * 12. REC 12(S 50) * 67.0 -246.0 5.9 * 13. REC 13(E 25) * 149.0 -82.0 5.9 * 14. REC 14(E 50) * 231.0 -82.0 5.9 * 15. REC 15(S 25 E 25) * 149.0 -164.0 5.9 * 16. REC 16(S 25 E 50) * 231.0 -164.0 5.9 * 17. REC 17(S 50 E 25) * 149.0 -246.0 5.9 * 18. REC 18(S 50 E 50) * 231.0 -246.0 5.9 * 19. REC 19(SW CORNER) * -56.0 -85.0 5.9 * 20. REC 20(S 25) * -56.0 -167.0 5.9 * 21. REC 21(S 50) * -56.0 -249.0 5.9 * 22. REC 22(W 25) * -138.0 -85.0 5.9 * 23. REC 23(W 50) * -220.0 -85.0 5.9 * 24. REC 24(S 25 W 25) * -138.0 -167.0 5.9 * 25. REC 25(S 25 W 50) * -220.0 -167.0 5.9 * 26. REC 26(S 50 W 25) * -138.0 -249.0 5.9 * 27. REC 27(S 50 W 50) * -220.0 -249.0 5.9 * 28. REC 28(NW CORNER) * -60.0 71.0 5.9 * 29. REC 29(N 25) * -60.0 153.0 5.9 * 30. REC 30(N 50) * -60.0 235.0 5.9 * 31. REC 31(W 25) * -142.0 71.0 5.9 * 32. REC 32(W 50) * -224.0 71.0 5.9 * 33. REC 33(N 25 W 25) * -142.0 153.0 5.9 * 34. REC 34(N 25 W 50) * -224.0 153.0 5.9 * 35. REC 35(N 50 W 25) * -142.0 235.0 5.9 * 36. REC 36(N 50 W 50) * -224.0 235.0 5.9 * 38 PAGE JOB: MAIN & MESA 2 LANE 4 RUN: MESA LRT EXTENSION 2 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.3 0.2 0.2 0.1 0.2 0.0 0.0 0.6 0.4 10. * 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.2 0.2 0.2 0.1 0.0 0.0 0.9 0.5 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.2 0.2 0.2 0.1 0.0 0.0 0.8 0.5 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.7 0.4 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.2 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.7 0.6 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.2 0.1 0.1 0.1 0.0 0.0 0.5 0.6 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.2 0.1 0.1 0.0 0.0 0.5 0.6 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.5 0.6 80. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.0 0.2 0.2 0.1 0.0 0.0 0.0 0.4 0.6 90. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.5 0.5 100. * 0.3 0.0 0.0 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.5 110. * 0.4 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 120. * 0.4 0.1 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 130. * 0.4 0.1 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 140. * 0.4 0.1 0.0 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 150. * 0.4 0.1 0.0 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 160. * 0.4 0.1 0.0 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 170. * 0.3 0.0 0.0 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 180. * 0.4 0.3 0.3 0.4 0.2 0.1 0.1 0.0 0.0 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 190. * 0.5 0.4 0.3 0.6 0.2 0.3 0.1 0.2 0.0 0.5 0.4 0.3 0.2 0.0 0.2 0.0 0.1 0.0 0.1 0.1 200. * 0.5 0.3 0.4 0.7 0.4 0.3 0.3 0.2 0.2 0.6 0.6 0.4 0.2 0.2 0.2 0.0 0.2 0.0 0.0 0.0 210. * 0.3 0.4 0.5 0.7 0.4 0.2 0.3 0.2 0.1 0.6 0.6 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 220. * 0.3 0.3 0.5 0.6 0.5 0.1 0.2 0.2 0.0 0.5 0.5 0.4 0.3 0.2 0.3 0.2 0.2 0.2 0.0 0.0 230. * 0.4 0.5 0.5 0.5 0.4 0.1 0.0 0.3 0.0 0.6 0.5 0.5 0.3 0.3 0.3 0.2 0.2 0.2 0.0 0.0 240. * 0.4 0.5 0.5 0.4 0.3 0.2 0.0 0.3 0.1 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.0 0.0 250. * 0.3 0.4 0.5 0.2 0.2 0.3 0.1 0.3 0.3 0.4 0.4 0.4 0.3 0.2 0.3 0.2 0.3 0.1 0.0 0.0 260. * 0.3 0.4 0.4 0.3 0.2 0.3 0.2 0.4 0.3 0.3 0.4 0.4 0.3 0.3 0.3 0.3 0.3 0.2 0.0 0.0 270. * 0.3 0.5 0.5 0.2 0.1 0.3 0.3 0.4 0.3 0.4 0.4 0.4 0.2 0.2 0.3 0.3 0.3 0.3 0.1 0.0 280. * 0.3 0.4 0.4 0.3 0.2 0.4 0.3 0.3 0.3 0.4 0.4 0.4 0.4 0.1 0.3 0.2 0.3 0.2 0.2 0.0 290. * 0.5 0.5 0.5 0.3 0.3 0.3 0.3 0.3 0.2 0.5 0.4 0.4 0.3 0.1 0.3 0.1 0.3 0.2 0.3 0.0 300. * 0.5 0.5 0.5 0.4 0.3 0.4 0.2 0.2 0.2 0.4 0.6 0.4 0.1 0.1 0.3 0.0 0.3 0.3 0.3 0.0 310. * 0.5 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.4 0.6 0.4 0.3 0.4 0.2 0.1 0.3 0.0 0.3 0.0 320. * 0.6 0.5 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.5 0.4 0.5 0.1 0.3 0.3 0.0 0.3 0.1 330. * 0.5 0.5 0.3 0.2 0.2 0.2 0.2 0.2 0.2 0.5 0.5 0.5 0.4 0.4 0.4 0.3 0.2 0.2 0.3 0.1 340. * 0.5 0.5 0.3 0.2 0.1 0.2 0.1 0.2 0.0 0.5 0.5 0.6 0.4 0.4 0.4 0.3 0.2 0.2 0.3 0.1 350. * 0.5 0.3 0.3 0.2 0.0 0.1 0.0 0.1 0.0 0.6 0.5 0.4 0.4 0.2 0.3 0.2 0.2 0.0 0.3 0.2 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 0.6 0.5 0.5 0.7 0.5 0.4 0.3 0.4 0.3 0.6 0.6 0.6 0.4 0.5 0.4 0.3 0.3 0.3 0.9 0.6 DEGR. * 320 230 210 200 220 280 200 260 250 200 200 340 280 320 330 240 250 270 10 40 39 PAGE JOB: MAIN & MESA 2 LANE RUN: MESA LRT EXTENSION 2 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.4 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10. * 0.4 0.4 0.2 0.3 0.0 0.2 0.1 0.7 0.5 0.4 0.2 0.0 0.1 0.0 0.1 0.0 20. * 0.6 0.5 0.4 0.4 0.3 0.2 0.2 0.8 0.7 0.5 0.3 0.1 0.2 0.1 0.2 0.1 30. * 0.5 0.5 0.5 0.2 0.4 0.1 0.2 0.7 0.7 0.6 0.3 0.2 0.3 0.2 0.2 0.2 40. * 0.6 0.4 0.5 0.1 0.2 0.2 0.0 0.6 0.7 0.6 0.4 0.3 0.3 0.2 0.2 0.2 50. * 0.5 0.5 0.4 0.1 0.0 0.3 0.1 0.6 0.6 0.6 0.4 0.3 0.3 0.2 0.3 0.2 60. * 0.5 0.4 0.2 0.3 0.1 0.3 0.1 0.6 0.6 0.6 0.4 0.3 0.4 0.3 0.3 0.2 70. * 0.5 0.5 0.2 0.4 0.2 0.3 0.2 0.5 0.6 0.6 0.3 0.2 0.4 0.2 0.3 0.2 80. * 0.5 0.3 0.3 0.4 0.3 0.3 0.2 0.4 0.6 0.6 0.3 0.2 0.4 0.2 0.4 0.2 90. * 0.5 0.3 0.2 0.3 0.2 0.3 0.2 0.4 0.6 0.6 0.2 0.1 0.4 0.2 0.4 0.3 100. * 0.5 0.3 0.2 0.3 0.2 0.3 0.1 0.5 0.6 0.6 0.4 0.2 0.3 0.2 0.4 0.2 110. * 0.4 0.3 0.2 0.3 0.2 0.2 0.1 0.5 0.6 0.6 0.3 0.2 0.3 0.1 0.4 0.2 120. * 0.4 0.3 0.2 0.3 0.1 0.2 0.1 0.4 0.7 0.6 0.3 0.2 0.3 0.0 0.3 0.2 130. * 0.4 0.3 0.1 0.3 0.1 0.2 0.1 0.5 0.6 0.6 0.3 0.2 0.1 0.0 0.3 0.1 140. * 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.5 0.5 0.7 0.4 0.5 0.2 0.1 0.3 0.0 150. * 0.4 0.2 0.2 0.2 0.2 0.2 0.1 0.5 0.5 0.6 0.5 0.4 0.3 0.2 0.2 0.1 160. * 0.4 0.2 0.1 0.2 0.1 0.2 0.1 0.6 0.6 0.8 0.4 0.3 0.2 0.1 0.2 0.1 170. * 0.4 0.1 0.0 0.1 0.0 0.1 0.0 0.5 0.5 0.5 0.4 0.2 0.2 0.1 0.2 0.1 180. * 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.4 0.2 0.1 0.1 0.0 0.1 0.0 190. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.2 0.1 0.0 0.0 0.0 0.0 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 260. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 270. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 280. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 290. * 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.1 0.2 0.2 0.1 0.0 0.0 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.6 0.5 0.5 0.4 0.4 0.3 0.2 0.8 0.7 0.8 0.5 0.5 0.4 0.3 0.4 0.3 DEGR. * 20 20 30 20 30 50 20 20 30 160 150 140 60 60 80 90 THE HIGHEST CONCENTRATION OF 0.90 PPM OCCURRED AT RECEPTOR REC19. 40 5 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: BROADWAY & ALMA SCHOOL 4 LANE PAGE 1 RUN: MESA LRT EXTENSION 4 LANE DATE : 3/18/10 TIME : 15:27: 6 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. AS NB LT Q * -2.0 -107.0 -2.0 -150.5 * 44. 180. AG 167. 100.0 0.0 24.0 0.37 2.2 2. AS NB TH APP * 25.0 0.0 25.0 -985.0 * 985. 180. AG 972. 5.5 0.0 61.0 3. AS NB TH DEP * 25.0 0.0 25.0 985.0 * 985. 360. AG 1576. 5.5 0.0 61.0 4. AS NB TH Q * 25.0 -110.0 25.0 -264.1 * 154. 180. AG 200. 100.0 0.0 41.0 0.26 7.8 5. AS NB R APP * 65.0 0.0 65.0 -985.0 * 985. 180. AG 216. 5.5 0.0 32.0 6. AS NB R Q * 65.0 -110.0 65.0 -212.8 * 103. 180. AG 67. 100.0 0.0 12.0 0.57 5.2 7. AS SB LT Q * 0.0 92.0 0.0 209.7 * 118. 360. AG 148. 100.0 0.0 26.0 0.41 6.0 8. AS SB TH APP * -35.0 0.0 -35.0 985.0 * 985. 360. AG 1666. 5.5 0.0 65.0 9. AS SB TH DEP * -35.0 0.0 -35.0 985.0 * 985. 360. AG 2101. 5.5 0.0 65.0 10. AS SB TH Q * -35.0 90.0 -35.0 317.6 * 228. 360. AG 172. 100.0 0.0 45.0 0.33 11.6 11. B EB LT Q * -94.0 0.0 -193.2 0.0 * 99. 270. AG 145. 100.0 0.0 24.0 0.32 5.0 12. B EB TH APP * 0.0 -35.0 -985.0 -35.0 * 985. 270. AG 1629. 5.8 0.0 62.0 13. B EB TH DEP * 0.0 -35.0 -985.0 -35.0 * 985. 270. AG 2290. 5.8 0.0 62.0 14. B EB TH Q * -93.0 -35.0 -315.7 -35.0 * 223. 270. AG 172. 100.0 0.0 42.0 0.31 11.3 15. B EB R APP * 0.0 -67.0 -985.0 -67.0 * 985. 270. AG 291. 5.5 0.0 32.0 16. B EB R Q * -93.0 -67.0 -212.3 -67.0 * 119. 270. AG 57. 100.0 0.0 12.0 0.54 6.1 17. B WB LT Q * 95.0 0.0 197.7 0.0 * 103. 90. AG 154. 100.0 0.0 24.0 0.43 5.2 18. B WB TH APP * 0.0 33.0 985.0 33.0 * 985. 90. AG 992. 5.5 0.0 62.0 19. B WB TH DEP * 0.0 33.0 -985.0 33.0 * 985. 270. AG 1146. 5.5 0.0 62.0 20. B WB TH Q * 92.0 33.0 238.2 33.0 * 146. 90. AG 186. 100.0 0.0 42.0 0.23 7.4 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. AS NB LT Q * 120 109 2.0 147 3433 34.20 2 3 4. AS NB TH Q * 120 87 2.0 972 5085 34.20 2 3 6. AS NB R Q * 120 87 2.0 216 1583 34.20 2 3 7. AS SB LT Q * 120 97 2.0 445 3433 34.20 2 3 10. AS SB TH Q * 120 75 2.0 1666 4979 34.20 2 3 11. B EB LT Q * 120 95 2.0 382 3433 34.20 2 3 14. B EB TH Q * 120 75 2.0 1629 5085 34.20 2 3 16. B EB R Q * 120 75 2.0 291 1583 34.20 2 3 17. B WB LT Q * 120 101 2.0 373 3433 34.20 2 3 20. B WB TH Q * 120 81 2.0 992 4912 34.20 2 3 41 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 75.0 77.0 5.9 * 2. REC 2 (N 25) * 75.0 159.0 5.9 * 3. REC 3 (N 50) * 75.0 241.0 5.9 * 4. REC 4 (E 25) * 157.0 77.0 5.9 * 5. REC 5 (E 50) * 239.0 77.0 5.9 * 6. REC 6 (N 25 E 25) * 157.0 159.0 5.9 * 7. REC 7 (N 25 E 50) * 239.0 159.0 5.9 * 8. REC 8 (N 50 E 25) * 157.0 241.0 5.9 * 9. REC 9 (N 50 E 50) * 239.0 241.0 5.9 * 10. REC 10(SE CORNER) * 85.0 -75.0 5.9 * 11. REC 11(S 25) * 85.0 -157.0 5.9 * 12. REC 12(S 50) * 85.0 -239.0 5.9 * 13. REC 13(E 25) * 167.0 -75.0 5.9 * 14. REC 14(E 50) * 249.0 -75.0 5.9 * 15. REC 15(S 25 E 25) * 167.0 -157.0 5.9 * 16. REC 16(S 25 E 50) * 249.0 -157.0 5.9 * 17. REC 17(S 50 E 25) * 167.0 -239.0 5.9 * 18. REC 18(S 50 E 50) * 249.0 -239.0 5.9 * 19. REC 19(SW CORNER) * -75.0 -94.0 5.9 * 20. REC 20(S 25) * -75.0 -176.0 5.9 * 21. REC 21(S 50) * -75.0 -258.0 5.9 * 22. REC 22(W 25) * -157.0 -94.0 5.9 * 23. REC 23(W 50) * -239.0 -94.0 5.9 * 24. REC 24(S 25 W 25) * -157.0 -176.0 5.9 * 25. REC 25(S 25 W 50) * -239.0 -176.0 5.9 * 26. REC 26(S 50 W 25) * -157.0 -258.0 5.9 * 27. REC 27(S 50 W 50) * -239.0 -258.0 5.9 * 28. REC 28(NW CORNER) * -74.0 75.0 5.9 * 29. REC 29(N 25) * -74.0 157.0 5.9 * 30. REC 30(N 50) * -74.0 239.0 5.9 * 31. REC 31(W 25) * -156.0 75.0 5.9 * 32. REC 32(W 50) * -238.0 75.0 5.9 * 33. REC 33(N 25 W 25) * -156.0 157.0 5.9 * 34. REC 34(N 25 W 50) * -238.0 157.0 5.9 * 35. REC 35(N 50 W 25) * -156.0 239.0 5.9 * 36. REC 36(N 50 W 50) * -238.0 239.0 6.0 * 42 PAGE JOB: BROADWAY & ALMA SCHOOL 4 LANE 4 RUN: MESA LRT EXTENSION 4 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.4 0.4 0.4 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 0.5 0.5 0.2 0.3 0.2 0.2 0.1 1.3 1.1 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 0.2 0.5 0.1 0.3 0.1 0.1 0.0 1.5 0.8 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 0.2 0.4 0.1 0.2 0.1 0.0 0.0 1.4 0.6 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 0.1 0.4 0.1 0.1 0.1 0.0 0.0 0.8 0.4 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 0.0 0.2 0.1 0.1 0.1 0.0 0.0 0.8 0.3 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.8 0.6 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.6 0.6 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.0 0.1 0.1 0.1 0.1 0.0 0.0 0.6 0.5 80. * 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.5 90. * 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 100. * 0.5 0.1 0.0 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.4 110. * 0.7 0.1 0.1 0.4 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 120. * 0.8 0.2 0.1 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 130. * 0.8 0.2 0.1 0.6 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 140. * 0.8 0.4 0.2 0.6 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 150. * 0.6 0.4 0.2 0.6 0.1 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 160. * 0.4 0.4 0.2 0.6 0.1 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 170. * 0.3 0.3 0.3 0.7 0.2 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 180. * 0.3 0.5 0.4 0.7 0.3 0.4 0.2 0.3 0.2 0.4 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 190. * 0.3 0.4 0.4 0.9 0.4 0.6 0.3 0.4 0.2 0.5 0.4 0.2 0.1 0.0 0.1 0.0 0.0 0.0 0.0 0.0 200. * 0.4 0.6 0.6 0.9 0.7 0.6 0.5 0.3 0.3 0.7 0.6 0.3 0.1 0.0 0.1 0.0 0.1 0.0 0.0 0.0 210. * 0.6 0.6 1.1 0.9 0.8 0.4 0.6 0.2 0.2 0.7 0.6 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 220. * 0.5 0.9 1.3 0.9 1.1 0.3 0.5 0.5 0.1 0.6 0.6 0.1 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 230. * 1.0 1.2 1.3 1.0 1.0 0.5 0.3 0.9 0.4 0.5 0.7 0.2 0.4 0.1 0.2 0.0 0.1 0.0 0.0 0.0 240. * 1.2 1.3 1.1 0.9 1.0 0.7 0.6 0.9 0.9 0.4 0.7 0.2 0.3 0.1 0.3 0.1 0.1 0.0 0.0 0.0 250. * 1.2 1.3 1.1 1.0 1.0 0.9 0.7 0.8 0.8 0.3 0.7 0.3 0.3 0.1 0.3 0.1 0.2 0.0 0.0 0.0 260. * 1.3 1.2 0.7 1.0 1.0 0.8 0.8 0.7 0.6 0.5 0.7 0.4 0.4 0.3 0.4 0.1 0.2 0.1 0.2 0.0 270. * 0.9 0.9 0.7 0.8 0.9 0.5 0.5 0.4 0.4 0.8 1.0 0.5 0.7 0.5 0.6 0.3 0.3 0.1 0.5 0.1 280. * 0.8 0.9 0.7 0.6 0.5 0.6 0.5 0.4 0.4 1.2 1.2 0.7 0.7 0.5 0.8 0.6 0.5 0.3 1.2 0.2 290. * 0.8 0.9 0.7 0.5 0.5 0.5 0.4 0.4 0.3 0.9 1.3 0.8 0.4 0.5 0.7 0.4 0.6 0.4 1.3 0.5 300. * 0.9 0.8 0.7 0.6 0.4 0.4 0.4 0.3 0.3 0.7 1.2 0.9 0.5 0.8 0.5 0.3 0.7 0.5 1.5 0.5 310. * 0.9 0.8 0.6 0.5 0.4 0.4 0.3 0.3 0.3 0.6 1.1 1.0 0.6 0.9 0.5 0.3 0.7 0.1 1.3 0.6 320. * 1.0 0.8 0.6 0.4 0.3 0.3 0.3 0.3 0.3 0.7 0.9 1.0 0.8 0.8 0.4 0.7 0.4 0.4 1.2 0.6 330. * 1.0 0.8 0.7 0.3 0.3 0.3 0.3 0.3 0.3 0.9 0.8 1.1 1.0 0.7 0.4 0.7 0.4 0.6 1.2 0.7 340. * 0.9 0.7 0.7 0.3 0.3 0.3 0.3 0.3 0.2 0.9 0.9 0.9 0.9 0.6 0.7 0.6 0.4 0.5 0.9 0.6 350. * 0.6 0.6 0.5 0.3 0.0 0.3 0.0 0.2 0.0 0.8 0.7 0.8 0.8 0.2 0.6 0.3 0.5 0.2 1.1 0.8 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 1.3 1.3 1.3 1.0 1.1 0.9 0.8 0.9 0.9 1.2 1.3 1.1 1.0 0.9 0.8 0.7 0.7 0.6 1.5 1.1 DEGR. * 260 240 220 250 220 250 260 230 240 280 290 330 330 310 280 320 300 330 10 0 43 PAGE JOB: BROADWAY & ALMA SCHOOL 4 LANE RUN: MESA LRT EXTENSION 4 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.8 1.4 0.9 0.9 0.6 0.6 0.3 1.0 1.0 0.9 0.2 0.0 0.2 0.0 0.1 0.0 10. * 0.6 1.7 1.1 1.2 0.8 0.7 0.5 1.4 1.3 1.1 0.3 0.2 0.3 0.1 0.2 0.1 20. * 0.7 1.6 1.4 1.1 1.1 0.7 0.8 1.7 1.6 1.4 0.5 0.3 0.4 0.3 0.4 0.2 30. * 0.4 1.7 1.4 0.8 1.1 0.5 0.7 1.5 1.4 1.3 0.7 0.3 0.5 0.3 0.4 0.3 40. * 0.5 1.6 1.5 0.4 0.9 0.0 0.4 1.5 1.4 1.3 0.6 0.4 0.5 0.3 0.4 0.3 50. * 0.5 1.3 1.7 0.3 0.4 0.3 0.1 1.4 1.4 1.3 0.7 0.4 0.6 0.4 0.5 0.3 60. * 0.4 1.1 1.5 0.2 0.3 0.2 0.1 1.2 1.3 1.2 0.7 0.4 0.6 0.4 0.5 0.3 70. * 0.4 0.8 1.1 0.4 0.1 0.3 0.1 0.9 1.2 1.0 0.7 0.5 0.7 0.4 0.6 0.4 80. * 0.3 0.4 0.8 0.3 0.1 0.2 0.1 0.9 1.2 1.0 0.6 0.5 0.7 0.5 0.6 0.4 90. * 0.3 0.2 0.3 0.3 0.1 0.2 0.1 0.9 1.3 1.1 0.8 0.7 0.7 0.5 0.6 0.4 100. * 0.2 0.3 0.1 0.3 0.1 0.2 0.0 1.1 1.4 1.0 0.6 0.6 0.9 0.7 0.7 0.5 110. * 0.1 0.3 0.1 0.2 0.1 0.1 0.0 1.0 1.4 1.2 0.7 0.6 0.9 0.6 0.8 0.6 120. * 0.1 0.3 0.1 0.2 0.0 0.1 0.0 1.0 1.6 1.6 0.6 0.7 0.7 0.3 0.9 0.6 130. * 0.1 0.2 0.0 0.1 0.0 0.1 0.0 0.9 1.6 1.7 0.8 1.0 0.5 0.4 0.8 0.3 140. * 0.1 0.2 0.0 0.1 0.0 0.1 0.0 1.1 1.4 1.7 0.9 0.9 0.5 0.6 0.5 0.3 150. * 0.1 0.1 0.0 0.1 0.0 0.1 0.0 1.1 1.3 1.5 1.0 0.8 0.6 0.6 0.5 0.5 160. * 0.1 0.1 0.0 0.1 0.0 0.1 0.0 1.1 1.4 1.5 1.1 0.7 0.7 0.5 0.7 0.5 170. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 1.0 1.1 1.3 0.9 0.7 0.5 0.4 0.5 0.4 180. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.9 0.8 0.9 0.7 0.5 0.4 0.5 0.4 190. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.7 0.7 0.9 0.7 0.5 0.4 0.4 0.4 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.5 0.5 0.8 0.7 0.4 0.4 0.4 0.3 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.5 0.4 0.8 0.6 0.4 0.3 0.4 0.3 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.5 0.4 0.7 0.6 0.4 0.3 0.3 0.3 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 1.0 0.4 0.3 0.8 0.6 0.3 0.3 0.3 0.3 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.4 0.3 0.7 0.6 0.3 0.3 0.3 0.3 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.3 0.3 0.7 0.6 0.3 0.3 0.3 0.2 260. * 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.6 0.3 0.0 0.6 0.5 0.3 0.2 0.0 0.0 270. * 0.0 0.4 0.4 0.1 0.0 0.0 0.0 0.4 0.0 0.0 0.4 0.4 0.0 0.0 0.0 0.0 280. * 0.1 1.0 0.7 0.2 0.2 0.1 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.2 1.2 1.0 0.4 0.4 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.2 1.3 1.0 0.4 0.4 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.4 1.2 0.9 0.5 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.3 1.1 0.9 0.6 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.3 1.0 0.9 0.6 0.5 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.3 1.1 0.9 0.6 0.5 0.3 0.3 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.5 1.1 0.9 0.7 0.6 0.3 0.3 0.4 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.8 1.7 1.7 1.2 1.1 0.7 0.8 1.7 1.6 1.7 1.1 1.0 0.9 0.7 0.9 0.6 DEGR. * 0 10 50 10 20 10 20 20 120 130 160 130 100 100 120 110 THE HIGHEST CONCENTRATION OF 1.70 PPM OCCURRED AT RECEPTOR REC22. 44 5 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: MAIN & ALMA SCHOOL 4 LANE PAGE 1 RUN: MESA LRT EXTENSION 4 LANE DATE : 3/18/10 TIME : 15:36:17 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. AS NB LT Q * 0.0 -90.0 0.0 -143.1 * 53. 180. AG 165. 100.0 0.0 24.0 0.39 2.7 2. AS NB TH APP * 32.0 0.0 32.0 -985.0 * 985. 180. AG 1136. 5.5 0.0 61.0 3. AS NB TH DEP * 32.0 0.0 32.0 985.0 * 985. 360. AG 1153. 5.5 0.0 61.0 4. AS NB TH Q * 32.0 -87.0 32.0 -248.2 * 161. 180. AG 179. 100.0 0.0 41.0 0.24 8.2 5. AS SB LT Q * 0.0 101.0 0.0 175.7 * 75. 360. AG 156. 100.0 0.0 24.0 0.34 3.8 6. AS SB TH APP * -32.0 0.0 -32.0 985.0 * 985. 360. AG 1762. 5.5 0.0 61.0 7. AS SB TH DEP * -32.0 0.0 -32.0 -985.0 * 985. 180. AG 2134. 5.5 0.0 61.0 8. AS SB TH Q * -32.0 101.0 -32.0 332.1 * 231. 360. AG 165. 100.0 0.0 41.0 0.32 11.7 9. M EB LT Q * -84.0 -24.0 -135.1 -24.0 * 51. 270. AG 80. 100.0 0.0 12.0 0.57 2.6 10. M EB TH APP * 0.0 -44.0 -985.0 -44.0 * 985. 270. AG 872. 5.6 0.0 48.0 11. M EB TH DEP * 0.0 -44.0 985.0 -44.0 * 985. 90. AG 1145. 5.6 0.0 48.0 12. M EB TH Q * -85.0 -44.0 -282.9 -44.0 * 198. 270. AG 127. 100.0 0.0 28.0 0.49 10.1 13. M WB LT Q * 84.0 36.0 411.5 36.1 * 327. 90. AG 74. 100.0 0.0 12.0 1.04 16.6 14. M WB TH APP * 0.0 56.0 985.0 56.0 * 985. 90. AG 592. 5.5 0.0 48.0 15. M WB TH DEP * 0.0 56.0 -985.0 56.0 * 985. 270. AG 750. 5.5 0.0 48.0 16. M WB TH Q * 84.0 56.0 205.4 56.0 * 121. 90. AG 115. 100.0 0.0 28.0 0.26 6.2 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. AS NB LT Q * 120 108 2.0 181 3433 34.20 2 3 4. AS NB TH Q * 120 78 2.0 1136 4888 34.20 2 3 5. AS SB LT Q * 120 102 2.0 268 3433 34.20 2 3 8. AS SB TH Q * 120 72 2.0 1762 4946 34.20 2 3 9. M EB LT Q * 120 105 2.0 89 1711 34.20 2 3 12. M EB TH Q * 120 83 2.0 872 3257 34.20 2 3 13. M WB LT Q * 120 97 2.0 282 1711 34.20 2 3 16. M WB TH Q * 120 75 2.0 592 3283 34.20 2 3 45 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 75.0 92.0 5.9 * 2. REC 2 (N 25) * 75.0 174.0 5.9 * 3. REC 3 (N 50) * 75.0 256.0 5.9 * 4. REC 4 (E 25) * 157.0 92.0 5.9 * 5. REC 5 (E 50) * 239.0 92.0 5.9 * 6. REC 6 (N 25 E 25) * 157.0 174.0 5.9 * 7. REC 7 (N 25 E 50) * 239.0 174.0 5.9 * 8. REC 8 (N 50 E 25) * 157.0 256.0 5.9 * 9. REC 9 (N 50 E 50) * 239.0 256.0 5.9 * 10. REC 10(SE CORNER) * 75.0 -77.0 5.9 * 11. REC 11(S 25) * 75.0 -159.0 5.9 * 12. REC 12(S 50) * 75.0 -241.0 5.9 * 13. REC 13(E 25) * 157.0 -77.0 5.9 * 14. REC 14(E 50) * 239.0 -77.0 5.9 * 15. REC 15(S 25 E 25) * 157.0 -159.0 5.9 * 16. REC 16(S 25 E 50) * 239.0 -159.0 5.9 * 17. REC 17(S 50 E 25) * 157.0 -241.0 5.9 * 18. REC 18(S 50 E 50) * 239.0 -241.0 5.9 * 19. REC 19(SW CORNER) * -80.0 -85.0 5.9 * 20. REC 20(S 25) * -80.0 -167.0 5.9 * 21. REC 21(S 50) * -80.0 -249.0 5.9 * 22. REC 22(W 25) * -162.0 -85.0 5.9 * 23. REC 23(W 50) * -244.0 -85.0 5.9 * 24. REC 24(S 25 W 25) * -162.0 -167.0 5.9 * 25. REC 25(S 25 W 50) * -244.0 -167.0 5.9 * 26. REC 26(S 50 W 25) * -162.0 -249.0 5.9 * 27. REC 27(S 50 W 50) * -244.0 -249.0 5.9 * 28. REC 28(NW CORNER) * -77.0 90.0 5.9 * 29. REC 29(N 25) * -77.0 172.0 5.9 * 30. REC 30(N 50) * -77.0 254.0 5.9 * 31. REC 31(W 25) * -159.0 90.0 5.9 * 32. REC 32(W 50) * -241.0 90.0 5.9 * 33. REC 33(N 25 W 25) * -159.0 172.0 5.9 * 34. REC 34(N 25 W 50) * -241.0 172.0 5.9 * 35. REC 35(N 50 W 25) * -159.0 254.0 5.9 * 36. REC 36(N 50 W 50) * -241.0 254.0 6.0 * 46 PAGE JOB: MAIN & ALMA SCHOOL 4 LANE 3 RUN: MESA LRT EXTENSION 4 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.3 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.5 0.4 0.3 0.2 0.1 0.1 0.1 0.5 0.7 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.1 0.4 0.3 0.1 0.1 0.1 0.1 0.8 0.7 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.4 0.3 0.1 0.1 0.1 0.1 0.8 0.7 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.6 0.4 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.6 0.6 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.3 0.2 0.1 0.1 0.1 0.1 0.5 0.7 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.3 0.2 0.1 0.1 0.1 0.1 0.7 0.8 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.7 0.8 80. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 0.7 0.8 90. * 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.7 0.6 100. * 0.5 0.0 0.0 0.3 0.2 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.8 0.6 110. * 0.5 0.2 0.0 0.4 0.3 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.6 120. * 0.6 0.3 0.0 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 130. * 0.6 0.3 0.0 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.5 140. * 0.5 0.3 0.0 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 150. * 0.5 0.3 0.1 0.6 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 160. * 0.5 0.2 0.1 0.6 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 170. * 0.4 0.3 0.1 0.6 0.3 0.3 0.2 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 180. * 0.6 0.5 0.4 0.6 0.3 0.3 0.2 0.1 0.0 0.4 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 190. * 0.8 0.5 0.5 0.9 0.3 0.5 0.3 0.4 0.1 0.7 0.5 0.4 0.2 0.0 0.2 0.0 0.2 0.0 0.1 0.1 200. * 0.7 0.6 0.5 0.9 0.5 0.4 0.5 0.3 0.3 0.8 0.6 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.0 0.0 210. * 0.6 0.4 0.6 0.9 0.7 0.4 0.6 0.2 0.4 0.9 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 220. * 0.4 0.6 0.7 0.9 0.7 0.2 0.3 0.3 0.1 1.0 0.8 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 230. * 0.7 0.7 0.6 0.7 0.8 0.2 0.2 0.4 0.1 0.9 0.8 0.4 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 240. * 0.7 0.7 0.5 0.7 0.5 0.3 0.0 0.4 0.3 0.9 0.8 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 250. * 0.7 0.8 0.5 0.6 0.5 0.5 0.2 0.3 0.3 0.9 0.8 0.5 0.5 0.3 0.4 0.3 0.2 0.2 0.0 0.0 260. * 0.5 0.8 0.5 0.6 0.7 0.5 0.3 0.3 0.3 0.8 0.8 0.6 0.4 0.4 0.4 0.3 0.3 0.2 0.1 0.0 270. * 0.6 0.6 0.5 0.5 0.6 0.4 0.3 0.3 0.3 0.8 0.9 0.7 0.6 0.5 0.4 0.3 0.3 0.3 0.2 0.0 280. * 0.5 0.6 0.5 0.4 0.3 0.3 0.3 0.3 0.3 0.7 1.0 0.8 0.6 0.4 0.7 0.4 0.4 0.3 0.4 0.1 290. * 0.7 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.8 1.1 0.8 0.6 0.2 0.7 0.4 0.4 0.3 0.6 0.1 300. * 0.7 0.5 0.4 0.4 0.3 0.3 0.3 0.2 0.2 0.7 1.2 1.0 0.3 0.3 0.4 0.1 0.5 0.3 0.6 0.2 310. * 0.7 0.5 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.7 1.1 0.9 0.5 0.6 0.4 0.2 0.5 0.2 0.5 0.2 320. * 0.7 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.6 0.9 1.1 0.5 0.7 0.4 0.4 0.3 0.2 0.6 0.2 330. * 0.7 0.5 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.7 0.9 1.0 0.6 0.7 0.4 0.5 0.4 0.4 0.4 0.2 340. * 0.5 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.1 0.8 0.8 1.0 0.7 0.6 0.4 0.4 0.4 0.3 0.4 0.2 350. * 0.3 0.3 0.3 0.2 0.0 0.2 0.0 0.1 0.0 0.7 0.6 0.7 0.6 0.3 0.4 0.1 0.3 0.1 0.5 0.3 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 0.8 0.8 0.7 0.9 0.8 0.5 0.6 0.4 0.4 1.0 1.2 1.1 0.7 0.7 0.7 0.5 0.5 0.4 0.8 0.8 DEGR. * 190 250 220 190 230 190 210 190 210 220 300 320 340 320 280 330 300 330 20 60 47 PAGE JOB: MAIN & ALMA SCHOOL 4 LANE RUN: MESA LRT EXTENSION 4 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.3 0.5 0.4 0.3 0.2 0.2 0.1 0.4 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 10. * 0.6 0.6 0.5 0.4 0.3 0.4 0.2 0.8 0.6 0.5 0.1 0.1 0.1 0.0 0.1 0.0 20. * 0.6 0.7 0.5 0.5 0.4 0.4 0.3 0.9 0.8 0.7 0.3 0.1 0.2 0.1 0.2 0.1 30. * 0.7 0.8 0.7 0.6 0.5 0.3 0.4 0.9 0.8 0.7 0.4 0.2 0.4 0.1 0.2 0.1 40. * 0.8 0.8 0.7 0.4 0.5 0.1 0.2 0.9 0.8 0.7 0.4 0.3 0.3 0.2 0.2 0.2 50. * 0.7 0.7 0.6 0.1 0.3 0.5 0.1 1.0 0.8 0.8 0.4 0.3 0.4 0.3 0.3 0.2 60. * 0.7 0.5 0.6 0.3 0.1 0.4 0.3 0.9 0.8 0.8 0.5 0.2 0.4 0.2 0.3 0.1 70. * 0.7 0.4 0.5 0.6 0.2 0.4 0.3 0.7 0.7 0.7 0.5 0.2 0.4 0.2 0.4 0.2 80. * 0.6 0.5 0.5 0.6 0.3 0.4 0.2 0.6 0.8 0.7 0.4 0.2 0.4 0.2 0.4 0.2 90. * 0.5 0.6 0.5 0.4 0.2 0.4 0.2 0.7 0.8 0.7 0.5 0.3 0.5 0.2 0.4 0.2 100. * 0.5 0.6 0.2 0.4 0.2 0.3 0.1 0.8 0.9 0.7 0.5 0.3 0.5 0.2 0.4 0.2 110. * 0.4 0.4 0.2 0.3 0.1 0.2 0.1 0.8 1.2 0.7 0.3 0.4 0.5 0.3 0.4 0.2 120. * 0.4 0.4 0.2 0.3 0.1 0.3 0.1 0.5 1.2 0.8 0.4 0.2 0.4 0.2 0.5 0.2 130. * 0.4 0.4 0.1 0.3 0.1 0.3 0.1 0.6 1.0 0.9 0.5 0.5 0.2 0.2 0.5 0.2 140. * 0.4 0.3 0.2 0.3 0.2 0.3 0.2 0.8 0.9 0.9 0.4 0.6 0.3 0.3 0.2 0.2 150. * 0.5 0.3 0.2 0.3 0.1 0.3 0.1 0.7 0.9 0.9 0.7 0.5 0.5 0.4 0.4 0.2 160. * 0.5 0.3 0.1 0.3 0.1 0.3 0.1 0.7 0.7 1.1 0.6 0.4 0.5 0.3 0.4 0.2 170. * 0.5 0.1 0.1 0.1 0.1 0.1 0.0 0.8 0.8 0.8 0.5 0.4 0.3 0.3 0.2 0.2 180. * 0.2 0.1 0.0 0.1 0.0 0.0 0.0 0.7 0.5 0.5 0.4 0.3 0.3 0.2 0.2 0.1 190. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.3 0.3 0.3 0.2 0.1 0.1 0.0 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.1 0.3 0.3 0.2 0.1 0.0 0.0 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.2 0.1 0.1 0.0 0.0 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.2 0.1 0.1 0.0 0.0 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 260. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.2 0.2 0.0 0.0 0.0 0.0 270. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 280. * 0.0 0.3 0.2 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.0 0.5 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.0 0.6 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.0 0.5 0.3 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.1 0.5 0.4 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.1 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.1 0.4 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.2 0.4 0.4 0.2 0.2 0.1 0.0 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.8 0.8 0.7 0.6 0.5 0.5 0.4 1.0 1.2 1.1 0.7 0.6 0.5 0.4 0.5 0.2 DEGR. * 40 30 30 30 30 50 30 50 110 160 150 140 90 150 120 40 THE HIGHEST CONCENTRATION OF 1.20 PPM OCCURRED AT RECEPTOR REC29. 48 4 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: UNIVERSITY & COUNTRY CLUB 4 LANE PAGE 1 RUN: MESA LRT EXTENSION 4 LANE DATE : 3/18/10 TIME : 15:44:18 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. CC NB LT Q * 0.0 -69.0 0.0 -113.2 * 44. 180. AG 160. 100.0 0.0 20.0 0.30 2.2 2. CC NB TH APP * 36.0 0.0 36.0 -985.0 * 985. 180. AG 1324. 5.5 0.0 53.0 3. CC NB TH DEP * 36.0 0.0 36.0 985.0 * 985. 360. AG 1559. 5.5 0.0 53.0 4. CC NB TH Q * 36.0 -69.0 36.0 -220.9 * 152. 180. AG 173. 100.0 0.0 33.0 0.27 7.7 5. CC SB LT Q * 0.0 82.0 0.0 165.4 * 83. 360. AG 150. 100.0 0.0 18.0 0.39 4.2 6. CC SB TH APP * -35.0 0.0 -35.0 985.0 * 985. 360. AG 1318. 5.5 0.0 53.0 7. CC SB TH DEP * -35.0 0.0 -35.0 -985.0 * 985. 180. AG 1542. 5.5 0.0 53.0 8. CC SB TH Q * -35.0 82.0 -35.0 221.2 * 139. 360. AG 160. 100.0 0.0 33.0 0.23 7.1 9. U EB LT Q * -72.0 0.0 -135.1 0.0 * 63. 270. AG 152. 100.0 0.0 20.0 0.31 3.2 10. U EB TH APP * 0.0 -33.0 -985.0 -33.0 * 985. 270. AG 1227. 6.3 0.0 53.0 11. U EB TH DEP * 0.0 -33.0 985.0 -33.0 * 985. 90. AG 1632. 6.3 0.0 53.0 12. U EB TH Q * -72.0 -33.0 -221.8 -33.0 * 150. 270. AG 184. 100.0 0.0 33.0 0.28 7.6 13. U WB LT Q * 70.0 2.0 110.9 2.0 * 41. 90. AG 161. 100.0 0.0 20.0 0.31 2.1 14. U WB TH APP * 0.0 35.0 985.0 35.0 * 985. 90. AG 802. 5.6 0.0 53.0 15. U WB TH DEP * 0.0 35.0 -985.0 35.0 * 985. 270. AG 946. 5.6 0.0 53.0 16. U WB TH Q * 70.0 35.0 175.1 35.0 * 105. 90. AG 198. 100.0 0.0 33.0 0.23 5.3 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. CC NB LT Q * 100 87 2.0 187 3433 34.20 2 3 4. CC NB TH Q * 100 63 2.0 1324 4963 34.20 2 3 5. CC SB LT Q * 100 82 2.0 372 3433 34.20 2 3 8. CC SB TH Q * 100 58 2.0 1318 5014 34.20 2 3 9. U EB LT Q * 100 83 2.0 279 3433 34.20 2 3 12. U EB TH Q * 100 67 2.0 1227 4973 34.20 2 3 13. U WB LT Q * 100 88 2.0 170 3433 34.20 2 3 16. U WB TH Q * 100 72 2.0 802 4928 34.20 2 3 49 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 75.0 77.0 5.9 * 2. REC 2 (N 25) * 75.0 159.0 5.9 * 3. REC 3 (N 50) * 75.0 241.0 5.9 * 4. REC 4 (E 25) * 157.0 77.0 5.9 * 5. REC 5 (E 50) * 239.0 77.0 5.9 * 6. REC 6 (N 25 E 25) * 157.0 159.0 5.9 * 7. REC 7 (N 25 E 50) * 239.0 159.0 5.9 * 8. REC 8 (N 50 E 25) * 157.0 241.0 5.9 * 9. REC 9 (N 50 E 50) * 239.0 241.0 5.9 * 10. REC 10(SE CORNER) * 73.0 -74.0 5.9 * 11. REC 11(S 25) * 73.0 -156.0 5.9 * 12. REC 12(S 50) * 73.0 -238.0 5.9 * 13. REC 13(E 25) * 155.0 -74.0 5.9 * 14. REC 14(E 50) * 237.0 -74.0 5.9 * 15. REC 15(S 25 E 25) * 155.0 -156.0 5.9 * 16. REC 16(S 25 E 50) * 237.0 -156.0 5.9 * 17. REC 17(S 50 E 25) * 155.0 -238.0 5.9 * 18. REC 18(S 50 E 50) * 237.0 -238.0 5.9 * 19. REC 19(SW CORNER) * -72.0 -77.0 5.9 * 20. REC 20(S 25) * -72.0 -159.0 5.9 * 21. REC 21(S 50) * -72.0 -241.0 5.9 * 22. REC 22(W 25) * -154.0 -77.0 5.9 * 23. REC 23(W 50) * -236.0 -77.0 5.9 * 24. REC 24(S 25 W 25) * -154.0 -159.0 5.9 * 25. REC 25(S 25 W 50) * -236.0 -159.0 5.9 * 26. REC 26(S 50 W 25) * -154.0 -241.0 5.9 * 27. REC 27(S 50 W 50) * -236.0 -241.0 5.9 * 28. REC 28(NW CORNER) * -70.0 77.0 5.9 * 29. REC 29(N 25) * -70.0 159.0 5.9 * 30. REC 30(N 50) * -70.0 241.0 5.9 * 31. REC 31(W 25) * -152.0 77.0 5.9 * 32. REC 32(W 50) * -234.0 77.0 5.9 * 33. REC 33(N 25 W 25) * -152.0 159.0 5.9 * 34. REC 34(N 25 W 50) * -234.0 159.0 5.9 * 35. REC 35(N 50 W 25) * -152.0 241.0 5.9 * 36. REC 36(N 50 W 50) * -234.0 241.0 6.0 * 50 PAGE JOB: UNIVERSITY & COUNTRY CLUB 4 LANE 3 RUN: MESA LRT EXTENSION 4 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.9 0.7 0.7 0.7 0.4 0.3 0.1 0.3 0.1 1.1 0.7 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.8 0.4 0.5 0.5 0.4 0.2 0.1 0.1 0.1 1.0 0.6 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.2 0.5 0.4 0.1 0.1 0.1 0.1 1.0 0.6 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.2 0.1 0.4 0.4 0.1 0.1 0.1 0.1 0.6 0.8 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.1 0.1 0.4 0.4 0.1 0.1 0.1 0.1 0.5 0.8 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.4 0.4 0.1 0.1 0.1 0.1 0.8 0.8 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.1 0.5 0.5 0.2 0.2 0.1 0.1 0.8 0.8 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.1 0.5 0.5 0.2 0.1 0.1 0.1 0.8 0.7 80. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.5 0.5 0.1 0.1 0.0 0.0 0.9 0.6 90. * 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.2 0.1 0.0 0.0 0.0 0.7 0.6 100. * 0.4 0.2 0.0 0.3 0.3 0.1 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.8 0.5 110. * 0.7 0.2 0.1 0.4 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 120. * 0.8 0.2 0.1 0.4 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 130. * 0.8 0.3 0.1 0.3 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 140. * 0.7 0.3 0.1 0.4 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 150. * 0.7 0.4 0.2 0.4 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 160. * 0.7 0.4 0.2 0.5 0.2 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 170. * 0.9 0.6 0.4 0.5 0.2 0.3 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 180. * 1.0 0.7 0.6 0.6 0.2 0.5 0.2 0.3 0.1 0.4 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 190. * 1.1 0.8 0.5 0.8 0.2 0.7 0.3 0.5 0.2 0.7 0.5 0.4 0.2 0.0 0.1 0.0 0.1 0.0 0.1 0.1 200. * 0.9 0.7 0.6 0.9 0.4 0.7 0.5 0.5 0.4 0.8 0.6 0.4 0.2 0.2 0.2 0.1 0.2 0.1 0.0 0.0 210. * 0.7 0.5 0.8 1.1 0.5 0.6 0.6 0.2 0.5 0.9 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 220. * 0.7 0.8 0.8 1.0 0.6 0.4 0.7 0.2 0.2 0.8 0.7 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 230. * 0.6 0.9 1.0 0.9 0.7 0.3 0.4 0.6 0.1 0.8 0.7 0.3 0.4 0.3 0.2 0.2 0.2 0.2 0.0 0.0 240. * 0.8 0.9 0.7 1.0 0.6 0.5 0.4 0.6 0.3 0.8 0.7 0.3 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 250. * 0.8 0.9 0.6 0.7 0.7 0.6 0.3 0.5 0.5 0.8 0.7 0.3 0.4 0.3 0.3 0.3 0.2 0.2 0.0 0.0 260. * 0.7 0.9 0.4 0.7 0.7 0.6 0.5 0.3 0.3 0.9 0.7 0.3 0.6 0.5 0.4 0.3 0.2 0.2 0.1 0.0 270. * 0.7 0.6 0.3 0.6 0.5 0.4 0.3 0.2 0.2 1.0 0.7 0.3 0.7 0.6 0.5 0.4 0.3 0.2 0.3 0.0 280. * 0.6 0.6 0.3 0.4 0.3 0.3 0.3 0.2 0.2 1.2 0.8 0.4 0.8 0.7 0.6 0.5 0.4 0.4 0.6 0.1 290. * 0.6 0.4 0.3 0.4 0.3 0.3 0.2 0.2 0.2 1.1 1.0 0.6 0.7 0.6 0.8 0.6 0.4 0.4 0.7 0.2 300. * 0.7 0.4 0.3 0.4 0.2 0.2 0.2 0.2 0.2 0.9 1.1 0.8 0.7 0.6 0.6 0.2 0.6 0.5 0.8 0.3 310. * 0.8 0.4 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.8 1.1 0.8 0.8 0.9 0.4 0.1 0.6 0.3 0.8 0.3 320. * 0.6 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.9 1.0 0.9 0.9 0.8 0.4 0.4 0.3 0.1 0.8 0.4 330. * 0.6 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.9 1.1 1.0 1.0 0.7 0.5 0.4 0.5 0.4 0.8 0.4 340. * 0.4 0.4 0.4 0.2 0.1 0.2 0.1 0.2 0.1 1.0 0.9 1.0 0.8 0.7 0.4 0.4 0.4 0.4 0.9 0.4 350. * 0.4 0.4 0.4 0.1 0.0 0.1 0.0 0.1 0.0 1.2 0.8 0.8 0.8 0.5 0.4 0.2 0.4 0.2 0.8 0.5 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 1.1 0.9 1.0 1.1 0.7 0.7 0.7 0.6 0.5 1.2 1.1 1.0 1.0 0.9 0.8 0.6 0.6 0.5 1.1 0.8 DEGR. * 190 230 230 210 250 190 220 230 210 280 300 330 330 310 290 290 300 300 0 30 51 PAGE JOB: UNIVERSITY & COUNTRY CLUB 4 LANE RUN: MESA LRT EXTENSION 4 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.6 0.7 0.4 0.4 0.2 0.3 0.2 0.4 0.3 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10. * 0.7 1.0 0.4 0.6 0.3 0.4 0.3 0.7 0.5 0.4 0.2 0.0 0.1 0.0 0.1 0.0 20. * 0.6 1.1 0.7 0.7 0.5 0.4 0.4 0.8 0.6 0.4 0.2 0.2 0.2 0.1 0.2 0.1 30. * 0.8 1.1 0.9 0.5 0.6 0.3 0.4 0.9 0.7 0.4 0.3 0.2 0.2 0.2 0.2 0.2 40. * 0.8 1.1 1.0 0.4 0.6 0.2 0.3 0.8 0.7 0.3 0.3 0.2 0.2 0.2 0.2 0.2 50. * 0.7 1.0 1.1 0.4 0.3 0.4 0.2 0.9 0.7 0.3 0.4 0.3 0.2 0.2 0.2 0.2 60. * 0.6 0.9 1.0 0.5 0.4 0.4 0.3 0.9 0.7 0.3 0.5 0.3 0.3 0.2 0.2 0.2 70. * 0.5 0.8 0.9 0.4 0.3 0.4 0.4 0.8 0.7 0.3 0.5 0.3 0.3 0.3 0.2 0.2 80. * 0.5 0.7 0.7 0.4 0.4 0.4 0.4 0.6 0.8 0.3 0.4 0.3 0.4 0.3 0.2 0.2 90. * 0.3 0.7 0.5 0.4 0.4 0.2 0.2 0.8 0.8 0.3 0.7 0.7 0.5 0.3 0.2 0.2 100. * 0.3 0.5 0.4 0.3 0.3 0.2 0.2 0.7 1.1 0.4 0.6 0.5 0.7 0.5 0.3 0.3 110. * 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.8 1.2 0.5 0.6 0.5 0.8 0.5 0.4 0.4 120. * 0.3 0.3 0.3 0.2 0.2 0.2 0.2 0.8 1.2 0.6 0.5 0.8 0.7 0.2 0.7 0.4 130. * 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.6 1.2 0.9 0.8 0.9 0.3 0.2 0.7 0.3 140. * 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.7 1.0 1.0 0.7 0.7 0.6 0.7 0.4 0.0 150. * 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.8 0.9 1.1 0.9 0.6 0.5 0.5 0.5 0.3 160. * 0.4 0.2 0.1 0.2 0.1 0.2 0.1 0.8 0.8 1.3 0.7 0.6 0.6 0.5 0.2 0.4 170. * 0.4 0.1 0.0 0.1 0.0 0.1 0.0 0.8 0.9 0.8 0.7 0.4 0.6 0.4 0.4 0.3 180. * 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.8 0.8 0.6 0.5 0.3 0.4 0.3 0.3 0.1 190. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 0.5 0.4 0.2 0.3 0.2 0.2 0.1 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 0.2 0.4 0.2 0.3 0.2 0.1 0.1 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 0.2 0.3 0.2 0.2 0.2 0.1 0.1 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.3 0.2 0.3 0.2 0.2 0.2 0.2 0.1 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.2 0.3 0.3 0.2 0.2 0.2 0.2 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.3 0.2 0.2 0.0 0.0 260. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.1 0.0 0.0 270. * 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 280. * 0.0 0.4 0.4 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.1 0.5 0.4 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.1 0.6 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.1 0.6 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.2 0.7 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.2 0.7 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.2 0.7 0.3 0.2 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.4 0.7 0.3 0.3 0.1 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.8 1.1 1.1 0.7 0.6 0.4 0.4 0.9 1.2 1.3 0.9 0.9 0.8 0.7 0.7 0.4 DEGR. * 30 20 50 20 30 10 20 30 110 160 150 130 110 140 120 110 THE HIGHEST CONCENTRATION OF 1.30 PPM OCCURRED AT RECEPTOR REC30. 52 4 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: MAIN & COUNTRY CLUB 4 LANE PAGE 1 RUN: MESA LRT EXTENSION 4 LANE DATE : 3/19/10 TIME : 12:20: 0 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. CC NB LT Q * 0.0 -88.0 0.0 -133.9 * 46. 180. AG 167. 100.0 0.0 25.0 0.38 2.3 2. CC NB TH APP * 32.0 0.0 32.0 -985.0 * 985. 180. AG 1579. 5.5 0.0 60.0 3. CC NB TH DEP * 32.0 0.0 32.0 985.0 * 985. 360. AG 1619. 5.5 0.0 60.0 4. CC NB TH Q * 32.0 -88.0 32.0 -280.7 * 193. 180. AG 154. 100.0 0.0 40.0 0.27 9.8 5. CC SB LT Q * -4.0 102.0 -4.0 143.7 * 42. 360. AG 167. 100.0 0.0 25.0 0.35 2.1 6. CC SB TH APP * -38.0 0.0 -38.0 985.0 * 985. 360. AG 1597. 5.5 0.0 60.0 7. CC SB TH DEP * -38.0 0.0 -38.0 -985.0 * 985. 180. AG 1735. 5.5 0.0 60.0 8. CC SB TH Q * -38.0 102.0 -38.0 296.9 * 195. 360. AG 154. 100.0 0.0 40.0 0.27 9.9 9. M EB LT Q * -104.0 -20.0 -209.2 -20.0 * 105. 270. AG 76. 100.0 0.0 14.0 0.81 5.3 10. M EB TH APP * 0.0 -34.0 -985.0 -34.0 * 985. 270. AG 922. 6.3 0.0 49.0 11. M EB TH DEP * 0.0 -34.0 985.0 -34.0 * 985. 90. AG 1167. 6.3 0.0 41.0 12. M EB TH Q * -104.0 -34.0 -315.7 -34.0 * 212. 270. AG 128. 100.0 0.0 29.0 0.53 10.8 13. M WB LT Q * 96.0 38.0 241.1 38.0 * 145. 90. AG 76. 100.0 0.0 12.0 0.93 7.4 14. M WB TH APP * 0.0 51.0 985.0 51.0 * 985. 90. AG 546. 5.5 0.0 44.0 15. M WB TH DEP * 0.0 51.0 -985.0 51.0 * 985. 270. AG 815. 5.5 0.0 44.0 16. M WB TH Q * 88.0 51.0 213.4 51.0 * 125. 90. AG 128. 100.0 0.0 24.0 0.34 6.4 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. CC NB LT Q * 120 109 2.0 154 3433 34.20 2 3 4. CC NB TH Q * 120 67 2.0 1579 4725 34.20 2 3 5. CC SB LT Q * 120 109 2.0 141 3433 34.20 2 3 8. CC SB TH Q * 120 67 2.0 1597 4902 34.20 2 3 9. M EB LT Q * 120 100 2.0 184 1711 34.20 2 3 12. M EB TH Q * 120 84 2.0 922 3289 34.20 2 3 13. M WB LT Q * 120 100 2.0 213 1711 34.20 2 3 16. M WB TH Q * 120 84 2.0 546 3011 34.20 2 3 53 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 86.0 89.0 5.9 * 2. REC 2 (N 25) * 86.0 171.0 5.9 * 3. REC 3 (N 50) * 86.0 253.0 5.9 * 4. REC 4 (E 25) * 168.0 89.0 5.9 * 5. REC 5 (E 50) * 250.0 89.0 5.9 * 6. REC 6 (N 25 E 25) * 168.0 171.0 5.9 * 7. REC 7 (N 25 E 50) * 250.0 171.0 5.9 * 8. REC 8 (N 50 E 25) * 168.0 253.0 5.9 * 9. REC 9 (N 50 E 50) * 250.0 253.0 5.9 * 10. REC 10(SE CORNER) * 84.0 -72.0 5.9 * 11. REC 11(S 25) * 84.0 -154.0 5.9 * 12. REC 12(S 50) * 84.0 -236.0 5.9 * 13. REC 13(E 25) * 166.0 -72.0 5.9 * 14. REC 14(E 50) * 248.0 -72.0 5.9 * 15. REC 15(S 25 E 25) * 166.0 -154.0 5.9 * 16. REC 16(S 25 E 50) * 248.0 -154.0 5.9 * 17. REC 17(S 50 E 25) * 166.0 -236.0 5.9 * 18. REC 18(S 50 E 50) * 248.0 -236.0 5.9 * 19. REC 19(SW CORNER) * -82.0 -80.0 5.9 * 20. REC 20(S 25) * -82.0 -162.0 5.9 * 21. REC 21(S 50) * -82.0 -244.0 5.9 * 22. REC 22(W 25) * -164.0 -80.0 5.9 * 23. REC 23(W 50) * -246.0 -80.0 5.9 * 24. REC 24(S 25 W 25) * -164.0 -162.0 5.9 * 25. REC 25(S 25 W 50) * -246.0 -162.0 5.9 * 26. REC 26(S 50 W 25) * -164.0 -244.0 5.9 * 27. REC 27(S 50 W 50) * -246.0 -244.0 5.9 * 28. REC 28(NW CORNER) * -84.0 86.0 5.9 * 29. REC 29(N 25) * -84.0 168.0 5.9 * 30. REC 30(N 50) * -84.0 250.0 5.9 * 31. REC 31(W 25) * -166.0 86.0 5.9 * 32. REC 32(W 50) * -248.0 86.0 5.9 * 33. REC 33(N 25 W 25) * -166.0 168.0 5.9 * 34. REC 34(N 25 W 50) * -248.0 168.0 5.9 * 35. REC 35(N 50 W 25) * -166.0 250.0 5.9 * 36. REC 36(N 50 W 50) * -248.0 250.0 5.9 * 54 PAGE JOB: MAIN & COUNTRY CLUB 4 LANE 3 RUN: MESA LRT EXTENSION 4 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.2 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.3 0.5 0.5 0.2 0.3 0.1 0.2 0.1 0.6 0.6 10. * 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.2 0.4 0.2 0.2 0.1 0.1 0.1 0.6 0.7 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.4 0.2 0.1 0.1 0.1 0.1 0.8 0.7 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.5 0.5 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.5 0.6 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.5 0.7 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.2 0.1 0.1 0.2 0.2 0.1 0.1 0.1 0.1 0.6 0.7 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.3 0.3 0.1 0.1 0.1 0.1 0.6 0.7 80. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.2 0.1 0.1 0.0 0.0 0.5 0.7 90. * 0.2 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.6 0.5 100. * 0.3 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.6 0.5 110. * 0.5 0.1 0.0 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 120. * 0.6 0.1 0.1 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 130. * 0.6 0.2 0.1 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.5 140. * 0.6 0.2 0.1 0.5 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 150. * 0.6 0.3 0.2 0.6 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.4 160. * 0.5 0.2 0.2 0.6 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 170. * 0.5 0.3 0.1 0.6 0.2 0.3 0.1 0.1 0.0 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.5 180. * 0.7 0.5 0.4 0.6 0.2 0.4 0.1 0.2 0.0 0.4 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 190. * 0.7 0.6 0.5 0.8 0.4 0.6 0.2 0.3 0.1 0.6 0.5 0.4 0.2 0.0 0.1 0.0 0.1 0.0 0.1 0.1 200. * 0.8 0.5 0.5 0.9 0.5 0.5 0.5 0.4 0.3 0.8 0.6 0.4 0.2 0.2 0.2 0.2 0.2 0.1 0.0 0.0 210. * 0.6 0.4 0.6 0.9 0.7 0.4 0.6 0.3 0.3 0.8 0.8 0.6 0.3 0.2 0.2 0.2 0.2 0.2 0.0 0.0 220. * 0.5 0.4 0.5 0.9 0.7 0.3 0.5 0.1 0.1 0.6 0.6 0.4 0.3 0.2 0.3 0.2 0.2 0.2 0.0 0.0 230. * 0.5 0.7 0.5 0.8 0.8 0.1 0.2 0.3 0.1 0.7 0.6 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.0 0.0 240. * 0.7 0.8 0.5 0.6 0.7 0.4 0.2 0.3 0.2 0.6 0.6 0.6 0.4 0.3 0.3 0.3 0.2 0.2 0.0 0.0 250. * 0.7 0.7 0.5 0.5 0.5 0.5 0.3 0.3 0.3 0.6 0.6 0.6 0.4 0.3 0.4 0.3 0.3 0.2 0.0 0.0 260. * 0.6 0.7 0.5 0.6 0.6 0.4 0.4 0.3 0.3 0.6 0.6 0.6 0.4 0.3 0.4 0.3 0.3 0.3 0.1 0.0 270. * 0.6 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.6 0.6 0.6 0.6 0.4 0.4 0.3 0.4 0.3 0.2 0.0 280. * 0.5 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.2 0.8 0.9 0.6 0.6 0.5 0.7 0.4 0.4 0.3 0.4 0.1 290. * 0.5 0.5 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.7 0.9 0.7 0.5 0.2 0.6 0.4 0.5 0.4 0.6 0.1 300. * 0.6 0.5 0.3 0.3 0.3 0.3 0.2 0.2 0.2 0.8 0.9 0.8 0.5 0.4 0.4 0.2 0.6 0.3 0.7 0.2 310. * 0.6 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.6 0.8 0.8 0.5 0.6 0.2 0.3 0.3 0.1 0.7 0.2 320. * 0.5 0.4 0.3 0.3 0.2 0.2 0.2 0.2 0.2 0.7 0.7 0.7 0.5 0.7 0.5 0.4 0.2 0.3 0.6 0.2 330. * 0.5 0.4 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.7 0.7 0.8 0.6 0.6 0.4 0.4 0.4 0.3 0.5 0.2 340. * 0.5 0.4 0.4 0.2 0.2 0.2 0.1 0.2 0.1 0.7 0.7 0.8 0.6 0.6 0.3 0.4 0.4 0.3 0.2 0.2 350. * 0.4 0.4 0.3 0.1 0.0 0.1 0.0 0.1 0.0 0.6 0.6 0.7 0.6 0.3 0.4 0.2 0.3 0.2 0.3 0.3 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 0.8 0.8 0.6 0.9 0.8 0.6 0.6 0.4 0.3 0.8 0.9 0.8 0.6 0.7 0.7 0.4 0.6 0.4 0.8 0.7 DEGR. * 200 240 210 200 230 190 210 200 200 280 280 300 270 320 280 280 300 290 20 10 55 PAGE JOB: MAIN & COUNTRY CLUB 4 LANE RUN: MESA LRT EXTENSION 4 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.4 0.7 0.5 0.3 0.2 0.3 0.2 0.4 0.4 0.2 0.0 0.0 0.0 0.0 0.0 0.0 10. * 0.5 0.9 0.6 0.5 0.3 0.4 0.2 0.6 0.5 0.4 0.2 0.0 0.1 0.0 0.1 0.0 20. * 0.6 0.9 0.6 0.5 0.4 0.3 0.3 0.8 0.7 0.4 0.2 0.2 0.2 0.1 0.2 0.1 30. * 0.7 0.9 0.8 0.5 0.5 0.3 0.3 0.8 0.7 0.5 0.3 0.2 0.2 0.2 0.2 0.2 40. * 0.7 0.7 1.0 0.4 0.5 0.2 0.1 0.8 0.8 0.6 0.4 0.3 0.3 0.2 0.2 0.2 50. * 0.7 0.6 0.9 0.1 0.3 0.4 0.1 0.7 0.7 0.6 0.4 0.3 0.3 0.2 0.2 0.2 60. * 0.7 0.6 0.8 0.3 0.2 0.4 0.4 0.6 0.7 0.6 0.4 0.3 0.4 0.3 0.2 0.2 70. * 0.6 0.4 0.5 0.5 0.3 0.4 0.4 0.6 0.6 0.6 0.3 0.3 0.4 0.3 0.3 0.2 80. * 0.5 0.4 0.4 0.5 0.4 0.3 0.3 0.5 0.6 0.6 0.4 0.3 0.4 0.3 0.3 0.3 90. * 0.5 0.4 0.4 0.3 0.3 0.3 0.3 0.6 0.6 0.6 0.5 0.3 0.4 0.3 0.4 0.3 100. * 0.4 0.5 0.3 0.3 0.3 0.3 0.2 0.7 0.7 0.6 0.5 0.3 0.5 0.4 0.4 0.3 110. * 0.4 0.3 0.3 0.3 0.3 0.2 0.2 0.7 0.9 0.6 0.4 0.3 0.5 0.4 0.4 0.4 120. * 0.4 0.3 0.3 0.3 0.2 0.2 0.2 0.5 0.9 0.8 0.4 0.5 0.4 0.2 0.5 0.4 130. * 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.6 0.8 0.8 0.5 0.6 0.2 0.2 0.4 0.1 140. * 0.4 0.3 0.2 0.2 0.2 0.2 0.2 0.7 0.9 1.0 0.5 0.7 0.5 0.4 0.3 0.1 150. * 0.4 0.2 0.2 0.2 0.2 0.2 0.2 0.6 0.8 0.9 0.6 0.6 0.4 0.5 0.3 0.2 160. * 0.5 0.2 0.2 0.2 0.1 0.2 0.1 0.7 0.6 1.0 0.6 0.5 0.4 0.4 0.3 0.3 170. * 0.4 0.2 0.1 0.1 0.0 0.1 0.0 0.8 0.7 0.7 0.6 0.4 0.5 0.4 0.2 0.2 180. * 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.5 0.5 0.4 0.5 0.3 0.4 0.3 0.2 0.1 190. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.2 0.4 0.3 0.3 0.3 0.1 0.0 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.1 0.3 0.3 0.2 0.1 0.1 0.0 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.1 0.3 0.3 0.3 0.2 0.0 0.0 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.3 0.0 0.3 0.2 0.2 0.2 0.0 0.0 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.0 0.3 0.2 0.2 0.2 0.0 0.0 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.0 0.3 0.3 0.2 0.2 0.0 0.0 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.0 0.3 0.3 0.2 0.1 0.0 0.0 260. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.1 0.0 0.0 0.0 270. * 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 280. * 0.0 0.3 0.2 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.1 0.5 0.4 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.1 0.6 0.4 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.1 0.6 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.2 0.6 0.5 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.2 0.6 0.5 0.2 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.1 0.5 0.4 0.2 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.3 0.6 0.5 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.7 0.9 1.0 0.5 0.5 0.4 0.4 0.8 0.9 1.0 0.6 0.7 0.5 0.5 0.5 0.4 DEGR. * 30 10 40 10 30 10 60 170 110 140 150 140 100 150 120 110 THE HIGHEST CONCENTRATION OF 1.00 PPM OCCURRED AT RECEPTOR REC23. 56 4 CAL3QHC: LINE SOURCE DISPERSION MODEL - VERSION 2.0 Dated 95221 JOB: MAIN & MESA 4 LANE PAGE 1 RUN: MESA LRT EXTENSION 4 LANE DATE : 3/19/10 TIME : 13: 7:33 The MODE flag has been set to C for calculating CO averages. SITE & METEOROLOGICAL VARIABLES ------------------------------VS = 0.0 CM/S VD = 0.0 CM/S U = 1.0 M/S CLAS = 4 (D) Z0 = 175. CM ATIM = 60. MINUTES MIXH = 1000. M AMB = 0.0 PPM LINK VARIABLES -------------LINK DESCRIPTION * LINK COORDINATES (FT) * LENGTH BRG TYPE VPH EF H W V/C QUEUE * X1 Y1 X2 Y2 * (FT) (DEG) (G/MI) (FT) (FT) (VEH) ------------------------*----------------------------------------*---------------------------------------------------------1. M NB LT Q * 0.0 -94.0 0.0 -344.1 * 250. 180. AG 83. 100.0 0.0 12.0 1.14 12.7 2. M NB TH APP * 20.0 0.0 20.0 -985.0 * 985. 180. AG 953. 5.5 0.0 48.0 3. M NB TH DEP * 20.0 0.0 20.0 985.0 * 985. 360. AG 969. 5.5 0.0 48.0 4. M NB TH Q * 20.0 -94.0 20.0 -302.2 * 208. 180. AG 122. 100.0 0.0 28.0 0.48 10.6 5. M SB LT Q * 0.0 85.0 0.0 1414.7 * 1330. 360. AG 79. 100.0 0.0 10.0 1.58 67.5 6. M SB TH APP * -20.0 0.0 -20.0 985.0 * 985. 360. AG 1085. 5.5 0.0 46.0 7. M SB TH DEP * -20.0 0.0 -20.0 -985.0 * 985. 180. AG 1405. 5.5 0.0 46.0 8. M SB TH Q * -20.0 85.0 -20.0 304.3 * 219. 360. AG 113. 100.0 0.0 26.0 0.45 11.1 9. M EB LT Q * -9.0 -32.0 -45.4 -32.0 * 36. 270. AG 83. 100.0 0.0 12.0 0.62 1.8 10. M EB TH APP * 0.0 -52.0 -985.0 -52.0 * 985. 270. AG 1138. 5.8 0.0 48.0 11. M EB TH DEP * 0.0 -52.0 985.0 -52.0 * 985. 90. AG 1438. 5.8 0.0 48.0 12. M EB TH Q * -9.0 -52.0 -236.1 -52.0 * 227. 270. AG 112. 100.0 0.0 28.0 0.51 11.5 13. M WB LT Q * 77.0 23.0 520.3 23.1 * 443. 90. AG 80. 100.0 0.0 14.0 1.16 22.5 14. M WB TH APP * 0.0 43.0 985.0 43.0 * 985. 90. AG 641. 5.6 0.0 46.0 15. M WB TH DEP * 0.0 43.0 -985.0 43.0 * 985. 270. AG 683. 5.6 0.0 50.0 16. M WB TH Q * 77.0 43.0 196.0 43.0 * 119. 90. AG 104. 100.0 0.0 26.0 0.25 6.0 ADDITIONAL QUEUE LINK PARAMETERS -------------------------------LINK DESCRIPTION * CYCLE RED CLEARANCE APPROACH SATURATION IDLE SIGNAL ARRIVAL * LENGTH TIME LOST TIME VOL FLOW RATE EM FAC TYPE RATE * (SEC) (SEC) (SEC) (VPH) (VPH) (gm/hr) ------------------------*-------------------------------------------------------------------------------1. M NB LT Q * 120 109 2.0 117 1770 34.20 2 3 4. M NB TH Q * 120 80 2.0 953 3275 34.20 2 3 5. M SB LT Q * 120 103 2.0 301 1770 34.20 2 3 8. M SB TH Q * 120 74 2.0 1085 3455 34.20 2 3 9. M EB LT Q * 120 109 2.0 61 1711 34.20 2 3 12. M EB TH Q * 120 73 2.0 1138 3088 34.20 2 3 13. M WB LT Q * 120 104 2.0 199 1711 34.20 2 3 16. M WB TH Q * 120 68 2.0 641 3260 34.20 2 3 57 RECEPTOR LOCATIONS -----------------* COORDINATES (FT) * RECEPTOR * X Y Z * -------------------------*-------------------------------------* 1. REC 1 (NE CORNER) * 67.0 75.0 5.9 * 2. REC 2 (N 25) * 67.0 157.0 5.9 * 3. REC 3 (N 50) * 67.0 239.0 5.9 * 4. REC 4 (E 25) * 149.0 75.0 5.9 * 5. REC 5 (E 50) * 231.0 75.0 5.9 * 6. REC 6 (N 25 E 25) * 149.0 157.0 5.9 * 7. REC 7 (N 25 E 50) * 231.0 157.0 5.9 * 8. REC 8 (N 50 E 25) * 149.0 239.0 5.9 * 9. REC 9 (N 50 E 50) * 231.0 239.0 5.9 * 10. REC 10(SE CORNER) * 67.0 -82.0 5.9 * 11. REC 11(S 25) * 67.0 -164.0 5.9 * 12. REC 12(S 50) * 67.0 -246.0 5.9 * 13. REC 13(E 25) * 149.0 -82.0 5.9 * 14. REC 14(E 50) * 231.0 -82.0 5.9 * 15. REC 15(S 25 E 25) * 149.0 -164.0 5.9 * 16. REC 16(S 25 E 50) * 231.0 -164.0 5.9 * 17. REC 17(S 50 E 25) * 149.0 -246.0 5.9 * 18. REC 18(S 50 E 50) * 231.0 -246.0 5.9 * 19. REC 19(SW CORNER) * -56.0 -85.0 5.9 * 20. REC 20(S 25) * -56.0 -167.0 5.9 * 21. REC 21(S 50) * -56.0 -249.0 5.9 * 22. REC 22(W 25) * -138.0 -85.0 5.9 * 23. REC 23(W 50) * -220.0 -85.0 5.9 * 24. REC 24(S 25 W 25) * -138.0 -167.0 5.9 * 25. REC 25(S 25 W 50) * -220.0 -167.0 5.9 * 26. REC 26(S 50 W 25) * -138.0 -249.0 5.9 * 27. REC 27(S 50 W 50) * -220.0 -249.0 5.9 * 28. REC 28(NW CORNER) * -60.0 71.0 5.9 * 29. REC 29(N 25) * -60.0 153.0 5.9 * 30. REC 30(N 50) * -60.0 235.0 5.9 * 31. REC 31(W 25) * -142.0 71.0 5.9 * 32. REC 32(W 50) * -224.0 71.0 5.9 * 33. REC 33(N 25 W 25) * -142.0 153.0 5.9 * 34. REC 34(N 25 W 50) * -224.0 153.0 5.9 * 35. REC 35(N 50 W 25) * -142.0 235.0 5.9 * 36. REC 36(N 50 W 50) * -224.0 235.0 5.9 * 58 PAGE JOB: MAIN & MESA 4 LANE 3 RUN: MESA LRT EXTENSION 4 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC1 REC2 REC3 REC4 REC5 REC6 REC7 REC8 REC9 REC10 REC11 REC12 REC13 REC14 REC15 REC16 REC17 REC18 REC19 REC20 ------*-----------------------------------------------------------------------------------------------------------------------0. * 0.3 0.3 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 0.5 0.5 0.4 0.2 0.2 0.1 0.1 0.9 0.7 10. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.1 0.1 0.4 0.3 0.2 0.2 0.1 0.1 1.1 0.8 20. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.4 0.3 0.2 0.2 0.1 0.1 1.2 0.6 30. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.1 0.4 0.4 0.2 0.2 0.1 0.1 1.0 0.5 40. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.2 0.1 0.4 0.4 0.2 0.2 0.1 0.1 0.8 0.6 50. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.1 0.4 0.4 0.2 0.1 0.1 0.1 0.9 0.7 60. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.5 0.1 0.1 0.5 0.5 0.1 0.1 0.1 0.1 0.9 0.8 70. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.1 0.1 0.6 0.5 0.1 0.1 0.1 0.1 0.9 0.7 80. * 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.4 0.1 0.0 0.4 0.4 0.1 0.1 0.0 0.0 0.8 0.7 90. * 0.3 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.0 0.0 0.0 0.0 0.6 0.7 100. * 0.6 0.0 0.0 0.4 0.4 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.1 0.0 0.0 0.0 0.0 0.6 0.6 110. * 0.6 0.3 0.0 0.5 0.4 0.2 0.2 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.5 0.6 120. * 0.6 0.3 0.1 0.4 0.3 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.6 130. * 0.6 0.4 0.1 0.5 0.3 0.3 0.3 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.6 140. * 0.5 0.3 0.1 0.5 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.7 150. * 0.5 0.3 0.1 0.5 0.3 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.7 0.6 160. * 0.4 0.3 0.2 0.5 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.6 170. * 0.4 0.2 0.2 0.5 0.3 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.4 180. * 0.5 0.4 0.3 0.5 0.3 0.3 0.2 0.2 0.1 0.3 0.2 0.2 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 190. * 0.6 0.5 0.3 0.7 0.3 0.5 0.2 0.4 0.1 0.6 0.4 0.3 0.2 0.0 0.2 0.0 0.0 0.0 0.1 0.1 200. * 0.6 0.3 0.3 0.9 0.4 0.5 0.5 0.2 0.3 0.7 0.6 0.3 0.2 0.1 0.2 0.0 0.2 0.0 0.0 0.0 210. * 0.5 0.4 0.5 0.9 0.6 0.4 0.6 0.1 0.2 0.7 0.6 0.4 0.3 0.2 0.2 0.2 0.2 0.1 0.0 0.0 220. * 0.5 0.4 0.4 0.9 0.7 0.1 0.4 0.1 0.0 0.6 0.6 0.4 0.4 0.2 0.3 0.2 0.2 0.2 0.0 0.0 230. * 0.6 0.7 0.5 0.7 0.6 0.3 0.1 0.3 0.0 0.5 0.5 0.5 0.4 0.2 0.4 0.1 0.2 0.1 0.0 0.0 240. * 0.6 0.6 0.5 0.6 0.6 0.4 0.2 0.4 0.1 0.5 0.5 0.5 0.4 0.2 0.4 0.2 0.2 0.1 0.0 0.0 250. * 0.6 0.6 0.4 0.5 0.6 0.5 0.1 0.4 0.1 0.4 0.5 0.5 0.3 0.2 0.4 0.2 0.4 0.1 0.0 0.0 260. * 0.5 0.5 0.4 0.6 0.5 0.4 0.0 0.4 0.1 0.5 0.5 0.5 0.6 0.4 0.4 0.2 0.4 0.2 0.1 0.0 270. * 0.3 0.4 0.4 0.4 0.3 0.4 0.1 0.4 0.1 0.7 0.5 0.5 0.6 0.5 0.4 0.2 0.4 0.2 0.3 0.0 280. * 0.4 0.4 0.4 0.3 0.1 0.4 0.1 0.4 0.0 0.8 0.6 0.5 0.7 0.5 0.6 0.4 0.4 0.2 0.5 0.1 290. * 0.4 0.4 0.4 0.3 0.1 0.4 0.1 0.4 0.0 0.9 0.7 0.6 0.8 0.3 0.5 0.3 0.5 0.3 0.7 0.1 300. * 0.4 0.4 0.4 0.4 0.1 0.4 0.0 0.3 0.0 0.7 0.7 0.6 0.3 0.3 0.5 0.1 0.6 0.4 0.7 0.2 310. * 0.5 0.4 0.4 0.4 0.0 0.4 0.0 0.3 0.0 0.5 0.7 0.8 0.4 0.5 0.4 0.1 0.5 0.0 0.6 0.2 320. * 0.5 0.4 0.3 0.4 0.2 0.3 0.2 0.3 0.1 0.5 0.6 0.8 0.6 0.8 0.1 0.1 0.3 0.1 0.6 0.2 330. * 0.5 0.5 0.4 0.3 0.3 0.3 0.2 0.3 0.2 0.6 0.4 0.6 0.8 0.8 0.4 0.4 0.1 0.1 0.5 0.2 340. * 0.5 0.4 0.4 0.3 0.1 0.3 0.0 0.3 0.0 0.7 0.6 0.6 0.7 0.5 0.4 0.4 0.3 0.1 0.5 0.2 350. * 0.4 0.4 0.4 0.2 0.0 0.2 0.0 0.2 0.0 0.6 0.6 0.6 0.6 0.3 0.5 0.2 0.4 0.1 0.6 0.3 ------*-----------------------------------------------------------------------------------------------------------------------MAX * 0.6 0.7 0.5 0.9 0.7 0.5 0.6 0.4 0.3 0.9 0.7 0.8 0.8 0.8 0.6 0.4 0.6 0.4 1.2 0.8 DEGR. * 100 230 210 200 220 190 210 190 200 290 290 310 290 320 280 280 300 300 20 10 59 PAGE JOB: MAIN & MESA 4 LANE RUN: MESA LRT EXTENSION 4 LANE MODEL RESULTS ------------REMARKS : In search of the angle corresponding to the maximum concentration, only the first angle, of the angles with same maximum concentrations, is indicated as maximum. WIND ANGLE RANGE: 0.-350. WIND * CONCENTRATION ANGLE * (PPM) (DEGR)* REC21 REC22 REC23 REC24 REC25 REC26 REC27 REC28 REC29 REC30 REC31 REC32 REC33 REC34 REC35 REC36 ------*-----------------------------------------------------------------------------------------------0. * 0.6 0.5 0.5 0.2 0.2 0.2 0.2 0.4 0.4 0.3 0.0 0.0 0.0 0.0 0.0 0.0 10. * 0.6 0.7 0.5 0.5 0.2 0.5 0.2 0.6 0.5 0.4 0.2 0.0 0.2 0.0 0.2 0.0 20. * 0.6 0.9 0.7 0.6 0.4 0.4 0.3 0.7 0.6 0.5 0.3 0.2 0.3 0.2 0.3 0.0 30. * 0.7 0.9 0.8 0.4 0.4 0.2 0.2 0.7 0.7 0.6 0.4 0.2 0.3 0.2 0.3 0.2 40. * 0.7 0.7 0.7 0.3 0.2 0.1 0.1 0.7 0.7 0.6 0.4 0.1 0.4 0.1 0.3 0.1 50. * 0.7 0.5 0.5 0.4 0.2 0.4 0.1 0.6 0.7 0.6 0.4 0.2 0.4 0.1 0.3 0.1 60. * 0.7 0.6 0.5 0.3 0.4 0.5 0.3 0.6 0.6 0.6 0.4 0.2 0.4 0.2 0.4 0.1 70. * 0.7 0.9 0.6 0.4 0.2 0.5 0.3 0.5 0.6 0.6 0.3 0.2 0.4 0.2 0.4 0.1 80. * 0.7 0.9 0.6 0.5 0.3 0.5 0.3 0.4 0.5 0.5 0.3 0.3 0.4 0.2 0.4 0.2 90. * 0.6 0.6 0.4 0.5 0.3 0.4 0.2 0.8 0.6 0.6 0.6 0.3 0.4 0.2 0.4 0.2 100. * 0.6 0.4 0.5 0.4 0.2 0.4 0.1 0.7 0.6 0.5 0.5 0.3 0.4 0.3 0.4 0.2 110. * 0.6 0.4 0.2 0.4 0.2 0.4 0.1 0.7 0.8 0.7 0.3 0.3 0.6 0.1 0.5 0.2 120. * 0.5 0.4 0.2 0.4 0.1 0.2 0.1 0.6 1.0 0.7 0.2 0.6 0.3 0.1 0.4 0.3 130. * 0.5 0.4 0.2 0.4 0.1 0.2 0.1 0.5 0.7 0.8 0.4 0.5 0.2 0.1 0.4 0.1 140. * 0.5 0.4 0.1 0.2 0.1 0.2 0.1 0.5 0.6 0.8 0.6 0.5 0.0 0.3 0.3 0.0 150. * 0.5 0.2 0.1 0.2 0.1 0.2 0.1 0.6 0.6 0.8 0.6 0.4 0.4 0.4 0.1 0.1 160. * 0.4 0.2 0.1 0.2 0.1 0.2 0.1 0.9 0.6 0.7 0.6 0.4 0.6 0.4 0.2 0.2 170. * 0.4 0.1 0.0 0.1 0.0 0.1 0.0 0.8 0.5 0.5 0.4 0.3 0.4 0.4 0.2 0.2 180. * 0.3 0.0 0.0 0.0 0.0 0.0 0.0 0.6 0.5 0.5 0.3 0.3 0.4 0.3 0.2 0.0 190. * 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.4 0.2 0.3 0.2 0.3 0.2 0.0 0.0 200. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.1 0.3 0.2 0.3 0.2 0.0 0.0 210. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.3 0.0 0.3 0.2 0.2 0.2 0.0 0.0 220. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.2 0.2 0.2 0.0 0.0 230. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.1 0.2 0.2 0.2 0.2 0.1 0.0 240. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.4 0.2 0.0 0.3 0.3 0.2 0.2 0.0 0.0 250. * 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.3 0.2 0.0 0.3 0.3 0.2 0.2 0.0 0.0 260. * 0.0 0.1 0.1 0.0 0.0 0.0 0.0 0.3 0.1 0.0 0.3 0.3 0.0 0.0 0.0 0.0 270. * 0.0 0.3 0.2 0.0 0.0 0.0 0.0 0.2 0.0 0.0 0.2 0.2 0.0 0.0 0.0 0.0 280. * 0.0 0.4 0.3 0.1 0.1 0.0 0.0 0.1 0.0 0.0 0.1 0.1 0.0 0.0 0.0 0.0 290. * 0.1 0.6 0.4 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 300. * 0.1 0.7 0.4 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 310. * 0.1 0.6 0.3 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 320. * 0.2 0.6 0.4 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 330. * 0.2 0.5 0.3 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 340. * 0.2 0.5 0.4 0.2 0.1 0.2 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 350. * 0.3 0.5 0.4 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 ------*-----------------------------------------------------------------------------------------------MAX * 0.7 0.9 0.8 0.6 0.4 0.5 0.3 0.9 1.0 0.8 0.6 0.6 0.6 0.4 0.5 0.3 DEGR. * 30 70 30 20 20 10 20 160 120 130 90 120 110 150 110 120 THE HIGHEST CONCENTRATION OF 1.20 PPM OCCURRED AT RECEPTOR REC19. 60 4 Appendix E. Comment and Response Form From: Forrest, Robert Sent: Friday, April 23, 2010 8:07 AM To: 'dgiles@mag.maricopa.gov' Subject: Request for Initial MAG Review of Draft Central Mesa LRT Extension Air Quality Analysis Report Dean, METRO, as the project sponsor for the Central Mesa LRT Extension, has completed the attached Draft Air Quality Technical Report, which includes a project-level conformity analysis for this project. It is requested that MAG complete an initial review of the attached Draft Air Quality Analysis Report and provide any comments by Monday, May 21, 2010. If you have questions or wish to discuss this request further, please contact me at the number listed below or by email. I will follow up with a phone call to you next week to check on the status of this request. Please let me know if you are able to receive and unzip the document. Thank you for your assistance. Robert Forrest Environmental Planner III Valley Metro Rail (METRO) 101 N. First Avenue, Suite 1300 Phoenix, AZ 85003 Phone: (602) 322-4514 Fax: (602) 252-7453 email: rforrest@metrolightrail.org From: Dean Giles [mailto:dgiles@mag.maricopa.gov] Sent: Friday, May 21, 2010 4:57 PM To: Forrest, Robert Cc: Taejoo Shin Subject: RE: Request for Initial MAG Review of Draft Central Mesa LRT Extension Air Quality Analysis Report Robert: We have reviewed the April 2010 Air Quality Technical Report for the Central Mesa LRT Extension project. A few comments are provided in the attached file. If you have any questions, please call me at (602) 254‐6300. Dean Giles Maricopa Association of Government MAG - REVIEW COMMENTS DATED MAY 21, 2010 Project: Central Mesa LRT Extension Air Quality Draft Technical Report, April 2010 Project Manager: Marc Soronson Consultant Disposition Codes: Comments Due to Project Manager By: Reviewed By: Cari Anderson, Cari Anderson Consulting A – Will Comply Department/Division: B – Consultant To Evaluate Jerri Horst, HDR C – Client To Evaluate Robert Forrest, METRO D – No Further Action Comment No. Page No./ Reference Reviewer Comment Code METRO Response to Comment Initials 1 4/Table 2 “METRO (2008)” in Footnote 1 is not listed in the Section 7.0 Bibliography. JH D The footnote to the table does not reference any particular document. Rather, it is derived from common knowledge of the current locations of the METRO Link BRT stations. 2 6/1.2.1 The section title “1.2.1 Build Alternative, 2-Lane Option” should be underlined for consistency. JH A Report has been revised to include an underline of the subheading for consistency. Comment No. Page No./ Reference Reviewer Code Comment METRO Response to Comment Initials 3 12/Table 3 The 1-hour standard of 100 ppb for nitrogen dioxide should be added to the table, and the “Sulfur Oxides” in the table should be corrected as “Sulfur Dioxide (SO2)”. CA A Entire table has been updated per EPA June 3, 2010 update 4 13/footnote 4 “PM2.5” should be corrected as “PM-2.5” for consistency. CA A Report has been revised 5 14/paragraph 3 “an 8-hour ozone standard” should be corrected as “the 8-hour ozone standard”. CA A Report has been revised 6 15/paragraph 5 & p. 16, figure 6 The “MCAQD 2008 Air Monitoring Network Review” referred for monitoring stations in Page 15 is not the same source indicated in Figure 6, “Source: MCAQD 2006 Air Monitoring Network Review”. CA D The air quality data was derived from the most recent source available at the time of preparation of this report (2008). Figure 6, showing locations of the air quality monitoring stations, was created from an earlier 2006 report. However, the monitoring station locations are the same regardless of which source the locations came from. For accuracy, we cited the correct source and dates for each. 7 17/Tables 4 & 5 “Number 8-hr CO exceedances” in Tables 4 and 5 and “Number 24-hr PM-10 exceedances” in Table 5 may be corrected as “Number of 8-hr CO exceedances” and “Number of 24-hr PM-10 exceedances”. Also, “Three year Avg. of 4 th High” in Table 5 should be corrected as “Three-year Avg. of 4th High”. CA A Report has been revised Comment No. Page No./ Reference Reviewer Code Comment METRO Response to Comment Initials 8 22/paragraph1 clarify the sentence to read “In July 2007, the MAG Regional Council approved the Finding of Conformity for the FY 2008-2012 MAG Transportation Improvement Program (TIP) and the MAG Regional Transportation Plan - 2007 Update.” CA A Text edited accordingly 9 25/paragraph 1 “… this data reflects the estimated impact of …” should be corrected as “… the data reflect the estimated impact of …”. CA A Report has been revised 10 26/paragraph 1 More recently, the FHWA issued a final clarification to the Transportation Conformity Guidance for Qualitative Hot-spot Analysis in PM-2.5 and PM-10 Nonattainment and Maintenance Areas on June 12, 2009. CA D Statement is correct; however, document is provided for clarification and specifically states that it does not supersede March 2006 guidance. 11 26/paragraph 4 Clarify the date of the email from Dale Hardy, City of Phoenix Public Transit Department. CA A Text edited accordingly 12 29/2 The “absences” should be corrected as “absence”. CA A Text edited accordingly 13 35/paragraph 5 Maricopa County Environmental Services Department (MCESD)” should be corrected as “Maricopa County Air Quality Department (MCAQD)”. CA A Text edited accordingly Comment Page No./ Reference No. Reviewer Code Comment METRO Response to Comment Initials 14 37/paragraph 2 “both a regional and project-level hot-spot analysis” should be corrected as “both regional and project-level hot-spot analyses”.. CA A Report has been revised 15 37/paragraph 5 “Both the regional and hot-spot analysis complies” should be corrected as “Both the regional and hot-spot analyses comply”. CA A Text edited accordingly 16 37/paragraph 6 “PM10” should be hyphenated “PM-10” for consistency. CA A Text edited accordingly 17 38 revise paragraph to reflect MAG staff technical review of the draft Air Quality Technical Report. CA A Text edited accordingly; note that highlight and footnote indicates will be updated accordingly. 18 39/Bibliography A space may be required between the 5th and 6th references. CA A Text edited accordingly 19 39/Bibliography In March 2010, the Environmental Protection Agency published a complete set of transportation conformity regulations that reflect all transportation conformity rulemakings, including the PM amendments final rulemaking (75 FR 14260). CA D Statement is correct; however, document is for informational purposes only and specifically states that it is not to be used for citation and does not supersede rulemakings. 20 Appendix A The unpaired parenthesis at the end of the 3rd bullet item should be removed. CA A Text edited accordingly