Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
Peters Traffic Study
May 8, 2020 Mr. John A. Rees Rees Commercial 11719 Hinson Road, Suite 130A Little Rock, AR 72212 Re: P2037 Cantrell West New Restaurant Center Development Traffic Operational Analysis Cantrell Road (Highway 10) Little Rock, Arkansas Dear Mr. Rees: Peters & Associates Engineers, Inc. has conducted a traffic engineering study relating to development of a proposed site for Cantrell West New Restaurant Center development to be located on the north side of Cantrell Road (Highway 10), just east of Rummel Road in Little Rock, Arkansas. Access to the proposed site will be provided by two fully directional access drives along Cantrell Road (East Drive and West Drive) and a secondary point of access along Rummel Road. There are no driveways on the south side of Cantrell Road opposite the proposed access drives. The primary focus of this study is to assess projected traffic operational characteristics of the access drives and Cantrell Road for AM, noon and PM peak hours. A copy of the site plan is included in the Appendix of this report. The site plan depicts the proposed driveway geometrics. This is a report of methodology and findings relating to a traffic engineering study undertaken to: Determine projected traffic volumes entering and exiting the proposed development at the access drive study intersections proposed to serve the site along Cantrell Road. Identify the effects on traffic operations for existing traffic in combination with site-generated traffic associated with the Cantrell West New Restaurant Center development as proposed. Evaluate projected traffic operations for the access drive study intersections and make recommendations for mitigative improvements which may be necessary and appropriate for acceptable traffic operations. In the following sections of this traffic study report are traffic data, study methods, findings and recommendations. The study is technical in nature. Analysis techniques employed are those most commonly used in the traffic engineering profession for traffic impact analysis. Certain data and calculations relative to traffic operational analysis are referenced in the report. Complete calculations and data are included in the Appendix of the report. Cantrell West New Restaurant Center May 8, 2020 Page 2 EXISTING TRAFFIC CONDITIONS Since schools are temporarily closed and some local businesses are currently closed due to Covid-19 virus, current traffic counts would not be representative of actual daily and peak hour conditions. Therefore, the method to calculate existing traffic volumes for the study intersections is described as follows. Arkansas Department of Transportation (ARDOT) provided the most recent available AM, noon and PM peak hour turning movement count data for the nearby intersection of Cantrell Road and Taylor Loop Road. That data was conducted in 2019 and are included in the Appendix of this report. The existing AM, noon and PM peak hour volumes on Cantrell Road, just west of Taylor Loop Road are summarized as follows: AM Peak Hour (7:00 – 8:00 AM) Eastbound = 1,529. Westbound = 1,234. Noon Peak Hour (12:00 – 1:00 PM) Eastbound = 916. Westbound = 886. PM Peak Hour (5:00 – 6:00 PM) Eastbound = 1,099. Westbound = 1,489. TRIP GENERATION AND SITE TRAFFIC PROJECTIONS The Trip Generation, an Informational Report, published by the Institute of Transportation Engineers (ITE) and The Trip Generation Manual 10th Edition, 2017, were utilized in calculating the magnitude of traffic volumes expected to be generated by the proposed Cantrell West New Restaurant Center development land uses. These are reliable sources for this information and are commonly used in the traffic engineering profession. This software is the most up-to-date software for estimating vehicle trip generation at this time. Using the selected trip generation rates, calculations were made to provide a reliable estimate of traffic volumes that can be expected to be associated with the development as proposed. Applying the appropriate trip-generation rates to the land uses proposed for this development makes these calculations. Results of these calculations are summarized on Table 1, “Summary of Trip-Generation.” 24-HOUR TWO-WAY PEAK HOUR PEAK HOUR PEAK HOUR PROPOSED APPROX. ITE WEEKDAY VOLUME VOLUME VOLUME LAND USE SIZE CODE VOLUME ENTER EXIT ENTER EXIT ENTER EXIT Fast-Food Rest. w/ Drive-Thru 3,800 Sq. Ft. 934 1,790 78 75 99 96 64 60 Fast-Food Rest. w/ Drive-Thru 2,268 Sq. Ft. 934 1,069 46 45 59 58 38 36 Fast-Food Rest. w/ Drive-Thru 2,751 Sq. Ft. 934 1,295 56 55 72 69 47 43 4,154 180 175 230 223 149 139 PM 288TOTAL ENTERING + EXITING 355 NOON 453 AM TOTAL DRIVEWAY VOLUMES Table 1 – Summary of Trip Generation These calculations indicate that approximately 4,154 vehicle trips (combined in and out) per average weekday are projected to be generated by build-out of the proposed Cantrell West New Restaurant Center development land uses on this site. Of this total for full build conditions, approximately 355 vehicle trips are estimated during the traffic Cantrell West New Restaurant Center May 8, 2020 Page 3 conditions of the AM peak hour, approximately 453 vehicle trips are estimated during the traffic conditions of the noon peak hour and approximately 288 vehicle trips are estimated during the traffic conditions of the PM peak hour. These data have also been adjusted for “pass-by” trips (i.e. that portion of the site-destined traffic that could come from the existing adjacent street traffic stream). Calculations for pass-by trips was made consistent with values from Institute of Transportation Engineers (ITE) Trip Generation Manual 9th Edition, 2012, and Trip Generation Software 2013 by Trafficware, LLC and details of these volumes are included in the Appendix of this report. Restaurant traffic, as will be associated with site, ordinarily contributes to the adjacent street traffic conditions during the on-street AM, noon and PM peak traffic hours. Accordingly, the AM, noon and PM peak traffic periods of the adjacent road are the traffic operating conditions which have warranted primary traffic analysis as a part of this study. Once projected traffic was estimated for the site, directional distributions were made to reflect the percent of thru, left and right turns at the study intersections of Cantrell Road and the East Access Drive and Cantrell Road and the West Access Drive. Directional distribution percentages used in this study are consistent with the existing eastbound and westbound traffic volume percent splits on Cantrell Road at the site for the AM, noon and PM peak hours. As a part of the projected traffic conditions, it was assumed that 100 percent of the site-generated traffic would access the site via the Cantrell Road and the East Access Drive and Cantrell Road and the West Access Drive only. However, residents using Rummel Road accessing the site could use the proposed secondary access drive along Rummel Road. This would eliminate the need for these residents to access the site via Cantrell Road. The directional distribution percentages for site traffic have been equated to percentage turns for each movement at the study intersections. The site-generated traffic volumes result from applying the directional distribution percentages to the corresponding projected site-generated traffic volumes summarized on Table 1, “Summary of Trip-Generation.” These projected site-generated trips for the development were added to the existing traffic volumes and the results are depicted on the following figures: Figure 1A, “Projected Traffic Volumes - AM Peak Hour.” Figure 1B, “Projected Traffic Volumes - Noon Peak Hour.” Figure 1C, “Projected Traffic Volumes - PM Peak Hour.” Traffic volumes shown on Figures 1A, 1B and 1C are the values used in capacity and level of service calculations conducted as a part of this study. The effect of existing background traffic (i.e. the adjacent street non-site traffic which exists) and projected traffic associated with the site development has thus been accounted for in this analysis. Cantrell West New Restaurant Center May 8, 2020 Page 4 Figure 1A – Projected Traffic Volumes – AM Peak Hour Figure 1B – Projected Traffic Volumes – Noon Peak Hour Figure 1C – Projected Traffic Volumes – PM Peak Hour Cantrell West New Restaurant Center May 8, 2020 Page 5 CAPACITY AND LEVEL OF SERVICE Generally, the "capacity" of a street is a measure of its ability to accommodate a certain magnitude of moving vehicles. It is a rate as opposed to a quantity, measured in terms of vehicles per hour. More specifically, street capacity refers to the maximum number of vehicles that a street element (e.g. an intersection) can be expected to accommodate in a given time period under the prevailing roadway and traffic conditions. Traffic operational analysis for the study intersections were evaluated based on the methodologies outlined in the Highway Capacity Manual, 2010 Edition, published by the Transportation Research Board. The operating conditions at an intersection are graded by the “level of service” experienced by drivers. Level of service (LOS) describes the quality of traffic operating conditions and is rated from “A” to “F”. LOS “A” represents the most desirable condition with free-flow movement of traffic with minimal delays. LOS “F” generally indicates severely congested conditions with excessive delays to motorists. Intermediate grades of B, C, D, and E reflect incremental increases in the average delay per stopped vehicle. Delay is measured in seconds per vehicle. The table below shows the thresholds of delay associated with each level of service for an un-signalized intersection. Intersection Level of Service Delay Thresholds Level of Service (LOS) Un-Signalized A < 10 Seconds B < 15 Seconds C < 25 Seconds D < 35 Seconds E < 50 Seconds F ≥ 50 Seconds The LOS rating deemed acceptable varies by community, facility type and traffic control device. A LOS “D” is the desirable goal for movements at un-signalized intersections that must yield to other movements; however, a LOS “E” or “F” is often accepted for low to moderate traffic volumes where the installation of a traffic signal is not warranted by the conditions at the intersection or the location is deemed undesirable for signalization for other reasons. The study intersections were evaluated using the Synchro analysis software package based on Highway Capacity Manual methods. This computer program has been proven to be reliable when used to analyze capacity and levels of traffic service under various operating conditions. Detailed results for all capacity calculations are included with this report. The adjacent street weekday AM, noon and PM peak traffic periods were used for these calculations. Factors included in the analysis are as follows: Existing traffic volumes and patterns. Directional distribution of projected traffic volumes. Existing and proposed intersection geometry (including elements such as turn lanes, etc.). Projected site-generated volumes for projected traffic conditions. Proposed traffic control. Capacity and level of service analysis was performed for projected traffic volumes with existing lane geometry on Cantrell Road and with each of the two site access drives constructed to accommodate an outbound right-turn lane, an outbound left-turn lane and an inbound receiving lane. As indicated in Table 2, “Level of Service Summary – Projected Traffic Conditions,” all of the eastbound and westbound vehicle movements on Cantrell Road at the study intersections are expected to operate at what calculates as LOS “A” or “B” for projected traffic conditions for the AM, noon and PM peak hours. All of the southbound right-turn vehicle movements on the site access drives at Cantrell Road are expected to operate at what calculates as an acceptable LOS “C” or better for projected traffic conditions for the AM, noon and PM peak hours. Only the southbound left-turn vehicle Cantrell West New Restaurant Center May 8, 2020 Page 6 movement from the West Access Drive during the AM and PM peak hours and the southbound left-turn vehicle movement from the East Access Drive during the PM peak hour calculate to be LOS “E” for projected traffic conditions. However, the slight delay is expected to occur on the site access drives and without impeding traffic flow along Cantrell Road. Also, this type of left-turn vehicle delay is not uncommon along Cantrell Road in the vicinity of the site. It was also found that the projected maximum 95th percentile queue length for the southbound vehicles movements exiting the site is calculated to be a maximum of only 47 feet for either of the two access drive intersections during the AM, noon and PM peak hours. Additionally, the average vehicle delay and intersection capacity utilization is found to be acceptable during the AM, noon and PM peak hours at each of the study intersections for these projected traffic conditions with the site build-out. Eastbound Left-TurnEastbound ThruEastbound Right-TurnWestbound Left-TurnWestbound ThruWestbound Right-TurnNorthbound Left-TurnNorthbound ThruNorthbound Right-TurnSouthbound Left-TurnSouthbound ThruSouthbound Right-TurnOverall IntersectionINTERSECTION PEAK HR AM B A E C n/a 1.4 56.8% Noon B A C B n/a 1.6 47.5% PM C A E C n/a 1.2 57.4% AM B A D C n/a 0.7 56.8% Noon B A C B n/a 1.0 46.3% PM C A E C n/a 0.6 56.9%Traffic ControlPROJECTED TRAFFIC CONDITIONS Cantrell Road and West Access Drive "STOP" SIGN Cantrell Road and East Access Drive "STOP" SIGN A A Avg. Control Delay Seconds / VehicleIntersection Capacity Utilization (%)PEAK HOUR - LEVEL OF SERVICE A A A A Table 2 – Level of Service Summary – Projected Traffic Conditions CONCLUSION The conclusion of traffic operational findings associated with this study is that additional traffic expected to be generated by the proposed Cantrell West New Restaurant Center development can be accommodated by the existing adjacent roadway and the access drives as proposed, without discernable impact on traffic flow in the vicinity. Additionally, the site is well designed with two well-spaced access drives along Cantrell Road (and a secondary point of access along Rummel Road) and very good accommodation for internal vehicular circulation. Ingress, egress and internal vehicular circulation are expected to operate well with minimal to no vehicle queuing issues at the site access drives or on Cantrell Road. Also, with secondary point of access on Rummel Road, it would allow residents using Rummel Road accessing the site to not need to turn left onto Cantrell Road then left again into the site. Please let me know if you need additional information. Sincerely, PETERS & ASSOCIATES, ENGINEERS, INC. Ernest J. Peters, P.E. President 5-8-2020 APPENDIX Site Plan $5.$16$6+,*+:$<&$175(//52$' /$1'6&$3(%8,/',1*6(7%$&. 6$1,7$5<6(:(5($6(0(17 6$1,7$5<6(:(5($6(0(17 6$1,7$5<6(:(5($6(0(17 /$1'6&$3(($6(0(17 /$1'6&$3(($6(0(17 6$1,7$5<6(:(5($6(0(17 6$1,7$5<6(:(5($6(0(17 6$1,7$5<6(:(5($6(0(17 /$1'6&$3(($6(0(17 /$1'6&$3(($6(0(17 %8,/',1*6(7%$&. %8,/',1*6(7%$&. %8,/',1*6(7%$&. %8,/',1*6(7%$&. %8,/',1*6(7%$&.'80367(56 6)5(67$85$173$5.,1*63$&(663$&(66)'80367(566)5(67$85$173$5.,1*63$&(663$&(66) 6,*16,*1 %8,/',1*6(7%$&.6)5(67$85$17 3$5.,1*63$&(663$&(66) %8,/',1*6(7%$&. %8,/',1*6(7%$&.'80367(566,*16,'(:$/.6,'(:$/.6,'(:$/.6,'(:$/. 6)3$7,2 6)3$7,26)3$7,2(175<(175<(175<(175<35(/,0,1$5<6,7(3/$1-2%12'$7(&6+((72)5(9,6,216 '$7(:6(&21'675((7/,77/(52&.$5<(/9,1*7213(5.,163(55<52$5. $5&+,7(&785(533<$5&+#6%&*/2%$/1(7,17(5,25'(6,*1$1(:5(67$85$17&(17(5&$175(//:(67&$175(//52$'/,77/(52&.$5.$16$6$5((6&200(5&,$/352-(&7 Trip-Generation Data ITE TRIP-GENERATION 10TH EDITION 3,800 Sq. Ft. Fast-Food Restaurant with Drive-Thru (ITE 934) 5/5/2020 P2040 Weekday Daily Volume Weekday PM Peak Hour of Adjacent Street Weekday AM Peak Hour of Adjacent Street Weekday PM Peak Hour of the Generator (Noon) ITE TRIP-GENERATION 10TH EDITION 2,268 Sq. Ft. Fast-Food Restaurant with Drive-Thru (ITE 934) 5/5/2020 P2040 Weekday Daily Volume Weekday PM Peak Hour of Adjacent Street Weekday AM Peak Hour of Adjacent Street Weekday PM Peak Hour of the Generator (Noon) ITE TRIP-GENERATION 10TH EDITION 2,751 Sq. Ft. Fast-Food Restaurant with Drive-Thru (ITE 934) 5/5/2020 P2040 Weekday Daily Volume Weekday PM Peak Hour of Adjacent Street Weekday AM Peak Hour of Adjacent Street Weekday PM Peak Hour of the Generator (Noon) Trip Generation Summary - Fast Food Restaurants Project: Alternative: Open Date: Analysis Date: Fast Food Restaurants Fast Food Restaurants 5/5/2020 5/5/2020 ITE Land Use Enter Exit Enter Exit Average Daily Trips Enter Exit TotalTotalTotal AM Peak Hour of Adjacent Street Traffic PM Peak Hour of Adjacent Street Traffic 934 FASTFOODDT 1 3.8 Gross Floor Area 1000 SF 124606417385881885942943 934 FASTFOODDT 2 2.27 Gross Floor Area 1000 SF 74363810350531126563563 934 FASTFOODDT 3 2.75 Gross Floor Area 1000 SF 90434712561641364682682 Unadjusted Volume 2188 2187 4375 205 196 401 149 139 288 Internal Capture Trips 0 0 0 0 0 0 0 0 0 0 0 0 100 96 196 75 70 145 2188 2187 4375 105 100 205 74 69 143 Pass-By Trips Volume Added to Adjacent Streets Total AM Peak Hour Internal Capture = 0 Percent Total PM Peak Hour Internal Capture = 0 Percent 1TRIP GENERATION 2014, TRAFFICWARE, LLC Source: Institute of Transportation Engineers, Trip Generation Manual 9th Edition, 2012 Vehicle Turning Movement Count Data ARKANSAS STATE HIGHWAY COMMISSION Turning Movement Counts Scope of Work Turning Movement Counts are requested for the intersection(s) shown on the attached map(s). Work Required -- Using details provided in the AHTD Technical Services Field Manual, 1988 Edition, Part III, Section E, the work required to be performed by the Consultant is as follows: (a) Set Video Cameras at requested intersections for 24 hour turning movement counts. Counts are to be taken Monday through Thursday only. (b) Video Cameras obtain a total volume count for outbound vehicles for the same time period as in (a). (c) Obtain all pertinent information as to land use (e.g., businesses, major driveways, shopping centers, etc.) and provide sketch. (d) Record posted speed limits on all legs of the intersection. (e) Traffic classification shall be the four major vehicle types defined in the Field Manual. (f) Submit the completed “Intersection Turning Movements” form (furnished by AHTD). (g) Submit a file, (or files) which include the manual count data in 1-hour intervals and identifies the location, in a format acceptable to the AHTD. Special Instructions: See Above Location : See Attached Map Turning Movement Number 2019_2467-2469 Completion Date -- Ample time shall be scheduled and adequate resources dedicated to the project to complete the Turning Movement Count within 30 days from order date. Completion includes all submittals, reviews and returns, and acceptance by the Arkansas State Highway and Transportation Department (AHTD) System Information and Research Division. Quality Control -- The Consultant is to properly supervise and maintain close contact with employees in order to provide the highest quality service possible to the AHTD. The Consultant will test and certify his equipment in accordance with the standards contained in the FHWA Traffic Monitoring Guide (TMG), the AASHTO Guidelines for Traffic Data Programs, and the Highway Performance Monitoring System (HPMS) Program Field Manual. These standards will govern the frequency of testing, duration of testing, and the minimum precision for the various types of devices being used for the Turning Movement Counts. Supervision -- The Consultant will prosecute and direct the work subject to the Contract requirements. Except for initial training on performing Turning Movement Counts and in the matter of advising the Consultant as to the work to be done and the results expected, the AHTD shall have no supervision over the Consultant or any of his employees. Compliance -- All work performed by the Consultant shall be in compliance with all applicable Federal, State and local laws, regulations and ordinances. January 28, 2019 TO: Mr. Brad McCaleb, Division Head, Engineer of System Information & Research Attention: Traffic Information Systems Section FROM: Trinity D. Smith, Engineer of Roadway Design Attention: Stephen Sichmeller, Staff Design Engineer of Urban Design SUBJECT: Job Number: 061382 Job Name: Taylor Loop Rd. – Pleasant Ridge Rd. (S) Route: 10 Section: 8 County: Pulaski Type of Road Improvement: Major Widening Please provide the following at your earliest convenience: X Present ADT (Weighted Average): 2022 X Future ADT for: 2042 X Present AADTT for: 2022 X Growth Rate X Percent Trucks: Hwy. 10 X Intersection Turning Movement Locations: Hwy. 10/Taylor Loop Rd. Hwy. 10/Pinnacle Valley Rd. Hwy. 10/Kroger X Truck Traffic Turning Movements for WB-50, WB-62, and WB-67 X Axle Loads: SN 4, 5, 6 X Truck Traffic Classification Group # Other (Specify): Please note that this request is for updated traffic data. If any additional information is required, contact Stephen Sichmeller at ext. 2529. TDS/STS/adh Attachment c: Urban Design Section Elizabeth Mayfield-Hart John Spears Ashley Hunter Shelby Ingle Contract #: 2016-1001 TM ID #: 2019-2467 Sta:Route: County: Pulaski LEG 1 Taylor Loop Rd. Location: SH 10 (Cantrell Rd) @ Taylor Loop Rd LEG 2 SH 10 (Cantrell Rd.) Weather: some rain LEG 3 Taylor Loop Rd. Count Type: Turning Movement LEG 4 SH 10 (Cantrell Rd.) GPS Coordinates: 34.80105, -92.43690 Leg 5 Count Duration: 24 hour Scout ID: SCU 3WW Conducted By: G.Kenley Start Date/Time: 3/12/2019 at 00:00 End Date/Time: 3/13/2019 at 00:00 Note: 410.931.6600 fax: 410.931.6601 1.800.583.8411 www.trafficgroup.com The Traffic Group Inc. 9900 Franklin Square Drive Suite H Baltimore, Maryland 21236 Turning Movement Report 2019 Specializing in Portable Studies •Volume •Classification •Speed •Origin and Destination Studies •ALPR •Turning Movement Counts •Non –Intrusive Portable TM ID #: 2019-2467 County: Pulaski Location: SH 10 (Cantrell Rd) @ Taylor Loop Rd Weather: some rain GPS Coordinates: 34.80105, -92.43690 North Leg 1 East Leg 2 South Leg 3 West Leg 4 410.931.6600 fax: 410.931.6601 1.800.583.8411 www.trafficgroup.com The Traffic Group Inc. 9900 Franklin Square Drive Suite H Baltimore, Maryland 21236 File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 1 Latitude: N34.80083 Longitude: W92.43694 Groups Printed- Cars - Buses - Unit Trucks - Articulated Trucks Taylor Loop Rd From North SH 10 From East Taylor Loop Rd From South SH 10 From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 12:00 AM 1 1 0 0 2 1 13 4 0 18 8 0 1 0 9 5 10 0 0 15 44 12:15 AM 0 0 2 0 2 1 17 8 0 26 4 0 1 0 5 2 11 0 0 13 46 12:30 AM 0 1 0 0 1 0 10 3 0 13 1 0 0 0 1 1 6 0 0 7 22 12:45 AM 1 0 2 0 3 1 12 0 0 13 2 0 0 0 2 0 6 0 0 6 24 Total 2 2 4 0 8 3 52 15 0 70 15 0 2 0 17 8 33 0 0 41 136 01:00 AM 0 0 1 0 1 0 4 2 0 6 0 2 0 0 2 0 3 0 0 3 12 01:15 AM 1 1 0 0 2 0 9 0 0 9 1 1 1 0 3 0 5 0 0 5 19 01:30 AM 0 2 1 0 3 1 5 1 0 7 1 0 1 0 2 0 5 0 0 5 17 01:45 AM 0 0 0 0 0 1 5 2 0 8 2 0 1 0 3 0 5 0 0 5 16 Total 1 3 2 0 6 2 23 5 0 30 4 3 3 0 10 0 18 0 0 18 64 02:00 AM 0 0 0 0 0 0 5 2 0 7 2 0 0 0 2 0 7 0 0 7 16 02:15 AM 0 0 1 0 1 1 5 2 0 8 0 2 0 0 2 0 3 0 0 3 14 02:30 AM 2 0 0 0 2 2 5 2 0 9 1 0 0 0 1 0 2 0 0 2 14 02:45 AM 0 0 1 0 1 1 1 2 0 4 1 0 0 0 1 0 1 0 0 1 7 Total 2 0 2 0 4 4 16 8 0 28 4 2 0 0 6 0 13 0 0 13 51 03:00 AM 0 0 0 0 0 0 5 0 0 5 1 0 0 0 1 0 2 0 0 2 8 03:15 AM 0 0 0 0 0 1 12 2 0 15 0 0 0 0 0 0 5 0 0 5 20 03:30 AM 0 1 0 0 1 0 4 1 0 5 1 0 0 0 1 0 5 0 0 5 12 03:45 AM 0 0 0 0 0 0 8 4 0 12 1 0 0 0 1 0 6 0 0 6 19 Total 0 1 0 0 1 1 29 7 0 37 3 0 0 0 3 0 18 0 0 18 59 04:00 AM 0 0 0 0 0 0 4 3 0 7 3 0 1 0 4 1 6 0 0 7 18 04:15 AM 0 0 1 0 1 1 2 3 0 6 4 0 0 0 4 0 17 0 0 17 28 04:30 AM 0 0 0 0 0 0 6 3 0 9 5 1 1 0 7 0 25 0 0 25 41 04:45 AM 0 0 1 0 1 1 10 5 0 16 8 0 0 0 8 1 42 0 0 43 68 Total 0 0 2 0 2 2 22 14 0 38 20 1 2 0 23 2 90 0 0 92 155 05:00 AM 0 0 1 0 1 0 4 3 0 7 10 0 1 0 11 2 36 0 0 38 57 05:15 AM 0 0 1 0 1 2 14 4 0 20 14 0 0 0 14 3 42 0 0 45 80 05:30 AM 2 0 1 0 3 1 25 5 0 31 5 1 2 0 8 2 82 0 0 84 126 05:45 AM 0 0 2 0 2 0 31 8 0 39 19 0 3 0 22 4 88 1 0 93 156 Total 2 0 5 0 7 3 74 20 0 97 48 1 6 0 55 11 248 1 0 260 419 06:00 AM 0 1 1 0 2 1 44 10 0 55 16 0 6 0 22 5 125 1 0 131 210 06:15 AM 2 1 0 0 3 2 81 35 0 118 24 0 6 0 30 6 163 0 0 169 320 06:30 AM 0 1 1 0 2 2 127 47 0 176 26 2 7 0 35 7 216 1 0 224 437 06:45 AM 0 1 2 0 3 6 170 81 0 257 57 3 24 0 84 22 251 2 0 275 619 Total 2 4 4 0 10 11 422 173 0 606 123 5 43 0 171 40 755 4 0 799 1586 07:00 AM 3 5 8 0 16 11 142 74 0 227 67 6 23 0 96 22 321 3 0 346 685 07:15 AM 6 7 13 0 26 6 208 82 0 296 71 4 60 0 135 67 333 8 0 408 865 07:30 AM 14 8 5 0 27 16 275 81 0 372 58 12 84 0 154 82 307 8 0 397 950 07:45 AM 7 11 6 0 24 17 304 107 0 428 66 11 108 0 185 72 305 1 0 378 1015 Total 30 31 32 0 93 50 929 344 0 1323 262 33 275 0 570 243 1266 20 0 1529 3515 08:00 AM 15 4 3 0 22 10 223 94 0 327 62 6 82 0 150 73 322 5 0 400 899 08:15 AM 8 5 12 0 25 14 245 83 0 342 70 11 69 0 150 48 289 6 0 343 860 08:30 AM 5 8 7 0 20 16 220 75 0 311 61 7 43 0 111 64 283 5 0 352 794 08:45 AM 3 4 4 0 11 5 169 84 0 258 80 4 35 0 119 48 234 2 0 284 672 Total 31 21 26 0 78 45 857 336 0 1238 273 28 229 0 530 233 1128 18 0 1379 3225 09:00 AM 2 3 8 0 13 6 164 75 0 245 63 5 20 0 88 26 216 0 0 242 588 09:15 AM 1 2 8 0 11 10 184 70 0 264 60 2 23 0 85 17 175 2 0 194 554 09:30 AM 3 0 5 0 8 12 153 74 0 239 48 4 26 0 78 25 174 2 0 201 526 09:45 AM 1 3 6 0 10 9 159 69 0 237 79 3 29 0 111 20 181 3 0 204 562 Total 7 8 27 0 42 37 660 288 0 985 250 14 98 0 362 88 746 7 0 841 2230 10:00 AM 1 6 8 0 15 12 150 46 0 208 57 4 30 0 91 19 148 3 0 170 484 10:15 AM 2 0 9 0 11 12 131 61 0 204 52 3 29 0 84 21 158 1 0 180 479 10:30 AM 2 3 5 0 10 1 162 64 0 227 64 4 22 0 90 24 161 1 0 186 513 10:45 AM 2 6 11 0 19 11 147 61 0 219 57 9 38 0 104 30 144 6 0 180 522 Total 7 15 33 0 55 36 590 232 0 858 230 20 119 0 369 94 611 11 0 716 1998 11:00 AM 3 1 5 0 9 17 151 54 0 222 68 5 42 0 115 29 184 4 0 217 563 11:15 AM 1 3 10 0 14 13 158 70 0 241 74 9 36 0 119 29 178 4 0 211 585 11:30 AM 3 6 10 0 19 13 183 68 0 264 73 11 41 0 125 28 185 5 0 218 626 11:45 AM 4 5 11 0 20 15 179 65 0 259 82 8 33 0 123 38 214 6 0 258 660 Total 11 15 36 0 62 58 671 257 0 986 297 33 152 0 482 124 761 19 0 904 2434 12:00 PM 7 6 6 0 19 16 175 79 0 270 63 11 25 0 99 29 172 6 0 207 595 12:15 PM 17 9 23 0 49 14 171 69 0 254 80 9 36 0 125 47 188 5 0 240 668 12:30 PM 6 9 21 0 36 23 179 77 0 279 92 13 39 0 144 36 193 5 0 234 693 12:45 PM 8 8 19 0 35 17 185 77 0 279 74 9 38 0 121 31 199 5 0 235 670 Total 38 32 69 0 139 70 710 302 0 1082 309 42 138 0 489 143 752 21 0 916 2626 01:00 PM 3 10 14 0 27 13 179 91 0 283 80 4 34 0 118 31 180 3 0 214 642 01:15 PM 4 14 14 0 32 11 200 66 0 277 62 6 37 0 105 38 191 5 0 234 648 01:30 PM 5 4 10 0 19 13 179 74 0 266 57 9 36 0 102 23 166 5 0 194 581 01:45 PM 4 4 16 0 24 11 204 72 0 287 74 8 28 0 110 42 190 7 0 239 660 Total 16 32 54 0 102 48 762 303 0 1113 273 27 135 0 435 134 727 20 0 881 2531 The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 2 Groups Printed- Cars - Buses - Unit Trucks - Articulated Trucks Taylor Loop Rd From North SH 10 From East Taylor Loop Rd From South SH 10 From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 02:00 PM 4 3 14 0 21 8 188 63 0 259 71 6 32 0 109 26 201 1 0 228 617 02:15 PM 6 4 16 0 26 14 243 81 0 338 92 11 40 0 143 29 208 3 0 240 747 02:30 PM 6 3 8 0 17 11 238 69 0 318 101 3 54 0 158 35 235 4 0 274 767 02:45 PM 4 6 8 0 18 10 260 89 0 359 70 6 60 0 136 40 209 3 0 252 765 Total 20 16 46 0 82 43 929 302 0 1274 334 26 186 0 546 130 853 11 0 994 2896 03:00 PM 3 12 10 0 25 17 282 82 0 381 77 5 55 0 137 49 246 0 0 295 838 03:15 PM 4 9 9 0 22 13 257 83 0 353 101 13 66 0 180 68 225 6 0 299 854 03:30 PM 2 8 8 0 18 16 323 93 0 432 100 6 42 0 148 49 274 3 0 326 924 03:45 PM 4 12 18 0 34 23 290 77 0 390 95 7 48 0 150 61 269 0 0 330 904 Total 13 41 45 0 99 69 1152 335 0 1556 373 31 211 0 615 227 1014 9 0 1250 3520 04:00 PM 2 8 10 0 20 22 302 97 0 421 134 12 52 0 198 83 262 0 0 345 984 04:15 PM 6 9 14 0 29 19 282 94 0 395 97 9 30 0 136 62 268 3 0 333 893 04:30 PM 4 12 15 0 31 23 277 91 0 391 106 8 47 0 161 52 181 0 0 233 816 04:45 PM 5 10 11 0 26 13 294 93 0 400 102 9 49 0 160 51 224 0 0 275 861 Total 17 39 50 0 106 77 1155 375 0 1607 439 38 178 0 655 248 935 3 0 1186 3554 05:00 PM 6 17 14 0 37 20 303 104 0 427 119 17 62 0 198 79 239 2 0 320 982 05:15 PM 5 8 13 0 26 20 329 113 0 462 101 13 69 0 183 47 216 4 0 267 938 05:30 PM 2 14 21 0 37 18 289 90 0 397 93 11 47 0 151 58 237 1 0 296 881 05:45 PM 5 16 14 0 35 24 300 85 0 409 103 14 72 0 189 46 165 5 0 216 849 Total 18 55 62 0 135 82 1221 392 0 1695 416 55 250 0 721 230 857 12 0 1099 3650 06:00 PM 8 8 12 0 28 24 259 108 0 391 84 4 41 0 129 35 182 1 0 218 766 06:15 PM 4 13 8 0 25 21 230 102 0 353 67 9 37 0 113 38 178 3 0 219 710 06:30 PM 6 13 20 0 39 19 184 82 0 285 66 16 21 0 103 20 137 2 0 159 586 06:45 PM 1 16 15 0 32 12 180 86 0 278 57 9 29 0 95 33 151 2 0 186 591 Total 19 50 55 0 124 76 853 378 0 1307 274 38 128 0 440 126 648 8 0 782 2653 07:00 PM 3 10 17 0 30 11 175 81 0 267 56 9 20 0 85 32 149 5 0 186 568 07:15 PM 1 8 12 0 21 17 200 73 0 290 60 11 23 0 94 11 144 9 0 164 569 07:30 PM 5 7 14 0 26 16 169 72 0 257 52 9 23 0 84 27 124 2 0 153 520 07:45 PM 2 6 11 0 19 9 148 54 0 211 49 4 18 0 71 20 123 0 0 143 444 Total 11 31 54 0 96 53 692 280 0 1025 217 33 84 0 334 90 540 16 0 646 2101 08:00 PM 4 6 8 0 18 6 125 50 0 181 60 3 18 0 81 23 94 4 0 121 401 08:15 PM 1 7 8 0 16 7 148 41 0 196 47 8 12 0 67 15 124 5 0 144 423 08:30 PM 6 6 9 0 21 15 106 39 0 160 28 4 17 0 49 16 79 3 0 98 328 08:45 PM 5 6 8 0 19 6 100 32 0 138 45 2 16 0 63 12 92 2 0 106 326 Total 16 25 33 0 74 34 479 162 0 675 180 17 63 0 260 66 389 14 0 469 1478 09:00 PM 3 4 9 0 16 10 86 23 0 119 23 6 17 0 46 18 98 2 0 118 299 09:15 PM 4 5 11 0 20 6 95 20 0 121 22 3 13 0 38 9 65 1 0 75 254 09:30 PM 0 9 2 0 11 3 55 27 0 85 23 2 12 0 37 7 42 0 0 49 182 09:45 PM 1 3 8 0 12 7 80 21 0 108 16 6 14 0 36 6 29 0 0 35 191 Total 8 21 30 0 59 26 316 91 0 433 84 17 56 0 157 40 234 3 0 277 926 10:00 PM 1 2 5 0 8 7 47 13 0 67 22 2 8 0 32 7 25 0 0 32 139 10:15 PM 3 5 14 0 22 6 34 19 0 59 10 1 4 0 15 4 34 0 0 38 134 10:30 PM 1 5 5 0 11 4 36 9 0 49 8 0 3 0 11 4 25 0 0 29 100 10:45 PM 2 1 0 0 3 4 25 7 0 36 5 1 8 0 14 1 24 0 0 25 78 Total 7 13 24 0 44 21 142 48 0 211 45 4 23 0 72 16 108 0 0 124 451 11:00 PM 2 4 4 0 10 1 24 10 0 35 8 2 5 0 15 3 27 0 0 30 90 11:15 PM 1 0 2 0 3 3 25 6 0 34 9 0 1 0 10 3 27 1 0 31 78 11:30 PM 1 0 6 0 7 1 16 6 0 23 8 1 3 0 12 1 16 1 0 18 60 11:45 PM 0 0 1 0 1 1 12 6 0 19 2 2 1 0 5 4 6 0 0 10 35 Total 4 4 13 0 21 6 77 28 0 111 27 5 10 0 42 11 76 2 0 89 263 Grand Total 282 459 708 0 1449 857 12833 4695 0 18385 4500 473 2391 0 7364 2304 12820 199 0 15323 42521 Apprch %19.5 31.7 48.9 0 4.7 69.8 25.5 0 61.1 6.4 32.5 0 15 83.7 1.3 0 Total %0.7 1.1 1.7 0 3.4 2 30.2 11 0 43.2 10.6 1.1 5.6 0 17.3 5.4 30.1 0.5 0 36 Cars 273 456 701 0 1430 844 12551 4635 0 18030 4441 471 2350 0 7262 2268 12525 193 0 14986 41708 % Cars 96.8 99.3 99 0 98.7 98.5 97.8 98.7 0 98.1 98.7 99.6 98.3 0 98.6 98.4 97.7 97 0 97.8 98.1 Buses 0 0 0 0 0 1 98 5 0 104 6 0 18 0 24 20 85 0 0 105 233 % Buses 0 0 0 0 0 0.1 0.8 0.1 0 0.6 0.1 0 0.8 0 0.3 0.9 0.7 0 0 0.7 0.5 Single-Unit Trucks 8 3 5 0 16 8 137 41 0 186 41 2 18 0 61 13 167 4 0 184 447 % Single-Unit Trucks 2.8 0.7 0.7 0 1.1 0.9 1.1 0.9 0 1 0.9 0.4 0.8 0 0.8 0.6 1.3 2 0 1.2 1.1 Articulated Trucks 1 0 2 0 3 4 47 14 0 65 12 0 5 0 17 3 43 2 0 48 133 % Articulated Trucks 0.4 0 0.3 0 0.2 0.5 0.4 0.3 0 0.4 0.3 0 0.2 0 0.2 0.1 0.3 1 0 0.3 0.3 The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 3 Taylor Loop Rd SH 10 SH 10 Taylor Loop Rd Right 273 0 8 1 282 Thru 456 0 3 0 459 Left 701 0 5 2 708 Peds 0 0 0 0 0 InOut Total 1508 1430 2938 1 0 1 14 16 30 6 3 9 1529 2978 1449 Right844 1 8 4 857 Thru12551 98 137 47 12833 Left4635 5 41 14 4695 Peds0 0 0 0 0 OutTotalIn17667 18030 35697 91 104 195 213 186 399 57 65 122 18028 36413 18385 Left 2350 18 18 5 2391 Thru 471 0 2 0 473 Right 4441 6 41 12 4500 Peds 0 0 0 0 0 Out TotalIn 7359 7262 14621 25 24 49 57 61 118 17 17 34 7458 14822 7364 Left193 0 4 2 199 Thru12525 85 167 43 12820 Right2268 20 13 3 2304 Peds0 0 0 0 0 TotalOutIn15174 14986 30160 116 105 221 163 184 347 53 48 101 15506 30829 15323 3/12/2019 12:00 AM 3/12/2019 11:45 PM Cars Buses Single-Unit Trucks Articulated Trucks North The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 1 Latitude: N34.80083 Longitude: W92.43694 Groups Printed- Cars Taylor Loop Rd From North SH 10 From East Taylor Loop Rd From South SH 10 From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 12:00 AM 1 1 0 0 2 1 13 4 0 18 8 0 1 0 9 5 9 0 0 14 43 12:15 AM 0 0 2 0 2 1 17 8 0 26 4 0 1 0 5 2 11 0 0 13 46 12:30 AM 0 1 0 0 1 0 10 3 0 13 1 0 0 0 1 1 5 0 0 6 21 12:45 AM 1 0 2 0 3 1 12 0 0 13 2 0 0 0 2 0 6 0 0 6 24 Total 2 2 4 0 8 3 52 15 0 70 15 0 2 0 17 8 31 0 0 39 134 01:00 AM 0 0 1 0 1 0 4 2 0 6 0 2 0 0 2 0 3 0 0 3 12 01:15 AM 1 1 0 0 2 0 9 0 0 9 1 1 1 0 3 0 5 0 0 5 19 01:30 AM 0 2 1 0 3 1 5 1 0 7 1 0 1 0 2 0 5 0 0 5 17 01:45 AM 0 0 0 0 0 0 5 2 0 7 2 0 1 0 3 0 5 0 0 5 15 Total 1 3 2 0 6 1 23 5 0 29 4 3 3 0 10 0 18 0 0 18 63 02:00 AM 0 0 0 0 0 0 5 2 0 7 2 0 0 0 2 0 7 0 0 7 16 02:15 AM 0 0 1 0 1 1 4 2 0 7 0 2 0 0 2 0 3 0 0 3 13 02:30 AM 2 0 0 0 2 2 5 2 0 9 1 0 0 0 1 0 2 0 0 2 14 02:45 AM 0 0 1 0 1 1 1 2 0 4 1 0 0 0 1 0 1 0 0 1 7 Total 2 0 2 0 4 4 15 8 0 27 4 2 0 0 6 0 13 0 0 13 50 03:00 AM 0 0 0 0 0 0 4 0 0 4 1 0 0 0 1 0 2 0 0 2 7 03:15 AM 0 0 0 0 0 0 11 1 0 12 0 0 0 0 0 0 4 0 0 4 16 03:30 AM 0 0 0 0 0 0 3 1 0 4 1 0 0 0 1 0 5 0 0 5 10 03:45 AM 0 0 0 0 0 0 7 4 0 11 1 0 0 0 1 0 5 0 0 5 17 Total 0 0 0 0 0 0 25 6 0 31 3 0 0 0 3 0 16 0 0 16 50 04:00 AM 0 0 0 0 0 0 4 3 0 7 3 0 1 0 4 1 6 0 0 7 18 04:15 AM 0 0 1 0 1 1 1 2 0 4 3 0 0 0 3 0 17 0 0 17 25 04:30 AM 0 0 0 0 0 0 6 3 0 9 5 1 1 0 7 0 23 0 0 23 39 04:45 AM 0 0 1 0 1 1 10 5 0 16 8 0 0 0 8 1 42 0 0 43 68 Total 0 0 2 0 2 2 21 13 0 36 19 1 2 0 22 2 88 0 0 90 150 05:00 AM 0 0 1 0 1 0 4 2 0 6 10 0 1 0 11 2 36 0 0 38 56 05:15 AM 0 0 1 0 1 2 11 4 0 17 14 0 0 0 14 3 40 0 0 43 75 05:30 AM 2 0 1 0 3 1 18 5 0 24 5 1 1 0 7 2 81 0 0 83 117 05:45 AM 0 0 2 0 2 0 30 7 0 37 19 0 3 0 22 4 86 1 0 91 152 Total 2 0 5 0 7 3 63 18 0 84 48 1 5 0 54 11 243 1 0 255 400 06:00 AM 0 1 1 0 2 1 44 10 0 55 16 0 6 0 22 5 125 1 0 131 210 06:15 AM 2 1 0 0 3 2 79 35 0 116 21 0 5 0 26 6 161 0 0 167 312 06:30 AM 0 1 1 0 2 2 124 47 0 173 26 2 7 0 35 7 211 1 0 219 429 06:45 AM 0 1 2 0 3 6 163 80 0 249 57 3 24 0 84 21 248 2 0 271 607 Total 2 4 4 0 10 11 410 172 0 593 120 5 42 0 167 39 745 4 0 788 1558 07:00 AM 3 5 7 0 15 11 136 73 0 220 67 6 22 0 95 22 319 3 0 344 674 07:15 AM 6 7 13 0 26 6 208 81 0 295 71 4 59 0 134 65 330 8 0 403 858 07:30 AM 14 8 5 0 27 16 271 81 0 368 57 12 83 0 152 81 302 8 0 391 938 07:45 AM 7 11 6 0 24 17 298 107 0 422 66 11 107 0 184 71 302 1 0 374 1004 Total 30 31 31 0 92 50 913 342 0 1305 261 33 271 0 565 239 1253 20 0 1512 3474 08:00 AM 15 4 3 0 22 10 216 93 0 319 62 6 76 0 144 70 320 5 0 395 880 08:15 AM 8 5 12 0 25 14 238 81 0 333 70 11 69 0 150 47 273 5 0 325 833 08:30 AM 5 8 7 0 20 15 212 72 0 299 60 7 43 0 110 64 278 5 0 347 776 08:45 AM 2 4 3 0 9 5 164 83 0 252 77 4 35 0 116 48 230 2 0 280 657 Total 30 21 25 0 76 44 830 329 0 1203 269 28 223 0 520 229 1101 17 0 1347 3146 09:00 AM 2 3 8 0 13 6 158 71 0 235 63 5 20 0 88 26 212 0 0 238 574 09:15 AM 1 2 8 0 11 10 182 68 0 260 58 2 23 0 83 17 169 2 0 188 542 09:30 AM 2 0 5 0 7 9 146 73 0 228 47 4 25 0 76 24 165 2 0 191 502 09:45 AM 1 3 6 0 10 9 150 64 0 223 76 3 28 0 107 20 177 3 0 200 540 Total 6 8 27 0 41 34 636 276 0 946 244 14 96 0 354 87 723 7 0 817 2158 10:00 AM 1 6 7 0 14 12 143 45 0 200 56 4 29 0 89 19 141 3 0 163 466 10:15 AM 2 0 9 0 11 11 128 60 0 199 50 3 26 0 79 19 147 1 0 167 456 10:30 AM 2 3 5 0 10 1 152 61 0 214 64 4 22 0 90 22 155 1 0 178 492 10:45 AM 1 6 11 0 18 11 142 59 0 212 54 9 38 0 101 30 134 5 0 169 500 Total 6 15 32 0 53 35 565 225 0 825 224 20 115 0 359 90 577 10 0 677 1914 11:00 AM 3 1 5 0 9 16 145 54 0 215 68 5 42 0 115 28 182 4 0 214 553 11:15 AM 1 3 10 0 14 13 152 69 0 234 73 9 36 0 118 29 170 4 0 203 569 11:30 AM 3 6 10 0 19 13 178 66 0 257 72 11 39 0 122 27 181 5 0 213 611 11:45 AM 4 5 11 0 20 14 176 65 0 255 80 8 33 0 121 37 209 5 0 251 647 Total 11 15 36 0 62 56 651 254 0 961 293 33 150 0 476 121 742 18 0 881 2380 12:00 PM 6 6 6 0 18 14 171 78 0 263 63 11 25 0 99 27 167 6 0 200 580 12:15 PM 15 9 23 0 47 14 164 68 0 246 77 9 34 0 120 47 183 4 0 234 647 12:30 PM 5 9 21 0 35 23 169 74 0 266 91 12 39 0 142 36 181 5 0 222 665 12:45 PM 7 8 19 0 34 17 183 76 0 276 73 9 36 0 118 30 196 5 0 231 659 Total 33 32 69 0 134 68 687 296 0 1051 304 41 134 0 479 140 727 20 0 887 2551 01:00 PM 3 10 12 0 25 13 176 90 0 279 78 4 33 0 115 29 177 3 0 209 628 01:15 PM 4 14 14 0 32 11 191 66 0 268 61 6 33 0 100 37 182 4 0 223 623 01:30 PM 5 4 10 0 19 13 174 72 0 259 55 9 36 0 100 23 163 5 0 191 569 01:45 PM 4 4 16 0 24 11 202 71 0 284 73 8 28 0 109 42 184 7 0 233 650 Total 16 32 52 0 100 48 743 299 0 1090 267 27 130 0 424 131 706 19 0 856 2470 The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 2 Groups Printed- Cars Taylor Loop Rd From North SH 10 From East Taylor Loop Rd From South SH 10 From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 02:00 PM 4 3 13 0 20 8 182 62 0 252 70 6 32 0 108 24 195 1 0 220 600 02:15 PM 6 4 16 0 26 14 231 79 0 324 90 11 40 0 141 29 202 3 0 234 725 02:30 PM 6 3 8 0 17 11 229 69 0 309 99 3 53 0 155 34 226 3 0 263 744 02:45 PM 4 6 8 0 18 10 245 89 0 344 67 6 59 0 132 40 201 3 0 244 738 Total 20 16 45 0 81 43 887 299 0 1229 326 26 184 0 536 127 824 10 0 961 2807 03:00 PM 3 12 10 0 25 17 274 82 0 373 77 5 52 0 134 49 238 0 0 287 819 03:15 PM 3 9 9 0 21 13 249 82 0 344 101 13 64 0 178 68 219 6 0 293 836 03:30 PM 2 8 8 0 18 16 318 91 0 425 100 6 42 0 148 49 268 3 0 320 911 03:45 PM 4 12 18 0 34 22 286 77 0 385 94 7 48 0 149 60 267 0 0 327 895 Total 12 41 45 0 98 68 1127 332 0 1527 372 31 206 0 609 226 992 9 0 1227 3461 04:00 PM 2 8 10 0 20 22 297 96 0 415 131 12 51 0 194 75 259 0 0 334 963 04:15 PM 6 8 13 0 27 18 279 92 0 389 95 9 29 0 133 62 261 3 0 326 875 04:30 PM 4 12 15 0 31 23 273 91 0 387 101 8 47 0 156 51 178 0 0 229 803 04:45 PM 5 10 11 0 26 13 291 93 0 397 102 9 48 0 159 51 221 0 0 272 854 Total 17 38 49 0 104 76 1140 372 0 1588 429 38 175 0 642 239 919 3 0 1161 3495 05:00 PM 6 17 14 0 37 20 300 104 0 424 119 17 62 0 198 79 237 2 0 318 977 05:15 PM 5 8 13 0 26 20 327 111 0 458 101 13 69 0 183 47 212 4 0 263 930 05:30 PM 2 14 21 0 37 18 288 90 0 396 91 11 45 0 147 58 236 1 0 295 875 05:45 PM 5 16 14 0 35 24 298 84 0 406 103 13 72 0 188 46 159 5 0 210 839 Total 18 55 62 0 135 82 1213 389 0 1684 414 54 248 0 716 230 844 12 0 1086 3621 06:00 PM 8 8 12 0 28 24 259 107 0 390 84 4 41 0 129 35 179 1 0 215 762 06:15 PM 4 13 8 0 25 21 228 102 0 351 67 9 37 0 113 38 177 3 0 218 707 06:30 PM 6 13 20 0 39 19 183 82 0 284 65 16 21 0 102 20 134 2 0 156 581 06:45 PM 1 16 15 0 32 12 178 86 0 276 57 9 29 0 95 33 148 2 0 183 586 Total 19 50 55 0 124 76 848 377 0 1301 273 38 128 0 439 126 638 8 0 772 2636 07:00 PM 3 9 17 0 29 11 175 81 0 267 56 9 20 0 85 32 149 5 0 186 567 07:15 PM 1 8 12 0 21 17 200 73 0 290 60 11 23 0 94 11 142 9 0 162 567 07:30 PM 5 7 14 0 26 16 168 71 0 255 52 9 23 0 84 27 124 2 0 153 518 07:45 PM 2 6 11 0 19 9 147 54 0 210 49 4 18 0 71 20 123 0 0 143 443 Total 11 30 54 0 95 53 690 279 0 1022 217 33 84 0 334 90 538 16 0 644 2095 08:00 PM 4 6 8 0 18 6 125 50 0 181 60 3 18 0 81 23 94 4 0 121 401 08:15 PM 1 7 8 0 16 7 148 41 0 196 47 8 12 0 67 15 119 5 0 139 418 08:30 PM 6 6 9 0 21 15 106 39 0 160 27 4 17 0 48 16 79 3 0 98 327 08:45 PM 5 6 8 0 19 6 100 32 0 138 45 2 16 0 63 12 91 2 0 105 325 Total 16 25 33 0 74 34 479 162 0 675 179 17 63 0 259 66 383 14 0 463 1471 09:00 PM 3 4 9 0 16 10 85 23 0 118 23 6 17 0 46 18 86 2 0 106 286 09:15 PM 4 5 11 0 20 6 95 20 0 121 22 3 13 0 38 9 65 1 0 75 254 09:30 PM 0 9 2 0 11 3 55 27 0 85 23 2 12 0 37 7 42 0 0 49 182 09:45 PM 1 3 8 0 12 7 80 21 0 108 16 6 14 0 36 6 29 0 0 35 191 Total 8 21 30 0 59 26 315 91 0 432 84 17 56 0 157 40 222 3 0 265 913 10:00 PM 1 2 5 0 8 7 47 13 0 67 22 2 8 0 32 7 24 0 0 31 138 10:15 PM 3 5 14 0 22 6 34 19 0 59 10 1 4 0 15 4 34 0 0 38 134 10:30 PM 1 5 5 0 11 4 36 9 0 49 8 0 3 0 11 4 25 0 0 29 100 10:45 PM 2 1 0 0 3 4 24 7 0 35 5 1 8 0 14 1 23 0 0 24 76 Total 7 13 24 0 44 21 141 48 0 210 45 4 23 0 72 16 106 0 0 122 448 11:00 PM 2 4 4 0 10 1 24 10 0 35 8 2 5 0 15 3 27 0 0 30 90 11:15 PM 1 0 2 0 3 3 25 6 0 34 9 0 1 0 10 3 27 1 0 31 78 11:30 PM 1 0 6 0 7 1 16 6 0 23 8 1 3 0 12 1 16 1 0 18 60 11:45 PM 0 0 1 0 1 1 12 6 0 19 2 2 1 0 5 4 6 0 0 10 35 Total 4 4 13 0 21 6 77 28 0 111 27 5 10 0 42 11 76 2 0 89 263 Grand Total 273 456 701 0 1430 844 12551 4635 0 18030 4441 471 2350 0 7262 2268 12525 193 0 14986 41708 Apprch %19.1 31.9 49 0 4.7 69.6 25.7 0 61.2 6.5 32.4 0 15.1 83.6 1.3 0 Total %0.7 1.1 1.7 0 3.4 2 30.1 11.1 0 43.2 10.6 1.1 5.6 0 17.4 5.4 30 0.5 0 35.9 The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 3 Taylor Loop Rd SH 10 SH 10 Taylor Loop Rd Right 273 Thru 456 Left 701 Peds 0 InOut Total 1508 1430 2938 Right844 Thru12551 Left4635 Peds0 OutTotalIn17667 18030 35697 Left 2350 Thru 471 Right 4441 Peds 0 Out TotalIn 7359 7262 14621 Left193 Thru12525 Right2268 Peds0 TotalOutIn15174 14986 30160 3/12/2019 12:00 AM 3/12/2019 11:45 PM Cars North The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 1 Latitude: N34.80083 Longitude: W92.43694 Groups Printed- Unit Trucks Taylor Loop Rd From North SH 10 From East Taylor Loop Rd From South SH 10 From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 0 0 0 0 1 0 1 0 2 0 0 0 0 0 0 1 0 0 1 3 03:30 AM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 1 1 0 1 0 2 0 0 0 0 0 0 1 0 0 1 4 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM 0 0 0 0 0 0 1 1 0 2 1 0 0 0 1 0 0 0 0 0 3 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 1 0 2 1 0 0 0 1 0 1 0 0 1 4 05:00 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 05:15 AM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 0 0 0 0 3 05:30 AM 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 0 1 0 0 1 7 05:45 AM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 2 0 0 2 3 Total 0 0 0 0 0 0 9 2 0 11 0 0 0 0 0 0 3 0 0 3 14 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 1 0 0 1 2 0 1 0 3 0 1 0 0 1 5 06:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 4 0 0 4 5 06:45 AM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 1 3 0 0 4 7 Total 0 0 0 0 0 0 5 0 0 5 2 0 1 0 3 1 8 0 0 9 17 07:00 AM 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 2 07:15 AM 0 0 0 0 0 0 0 1 0 1 0 0 1 0 1 0 0 0 0 0 2 07:30 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 2 0 0 2 3 07:45 AM 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 1 0 0 1 4 Total 0 0 1 0 1 0 3 2 0 5 1 0 1 0 2 0 3 0 0 3 11 08:00 AM 0 0 0 0 0 0 2 1 0 3 0 0 1 0 1 0 2 0 0 2 6 08:15 AM 0 0 0 0 0 0 3 2 0 5 0 0 0 0 0 0 3 1 0 4 9 08:30 AM 0 0 0 0 0 0 5 0 0 5 1 0 0 0 1 0 2 0 0 2 8 08:45 AM 0 0 1 0 1 0 2 1 0 3 3 0 0 0 3 0 2 0 0 2 9 Total 0 0 1 0 1 0 12 4 0 16 4 0 1 0 5 0 9 1 0 10 32 09:00 AM 0 0 0 0 0 0 4 4 0 8 0 0 0 0 0 0 3 0 0 3 11 09:15 AM 0 0 0 0 0 0 1 1 0 2 1 0 0 0 1 0 2 0 0 2 5 09:30 AM 1 0 0 0 1 2 5 1 0 8 1 0 0 0 1 1 4 0 0 5 15 09:45 AM 0 0 0 0 0 0 7 4 0 11 3 0 1 0 4 0 3 0 0 3 18 Total 1 0 0 0 1 2 17 10 0 29 5 0 1 0 6 1 12 0 0 13 49 10:00 AM 0 0 0 0 0 0 7 1 0 8 1 0 1 0 2 0 5 0 0 5 15 10:15 AM 0 0 0 0 0 0 3 1 0 4 1 0 1 0 2 1 6 0 0 7 13 10:30 AM 0 0 0 0 0 0 7 2 0 9 0 0 0 0 0 2 6 0 0 8 17 10:45 AM 1 0 0 0 1 0 5 2 0 7 2 0 0 0 2 0 6 1 0 7 17 Total 1 0 0 0 1 0 22 6 0 28 4 0 2 0 6 3 23 1 0 27 62 11:00 AM 0 0 0 0 0 1 5 0 0 6 0 0 0 0 0 1 2 0 0 3 9 11:15 AM 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 0 6 0 0 6 11 11:30 AM 0 0 0 0 0 0 3 1 0 4 1 0 1 0 2 1 4 0 0 5 11 11:45 AM 0 0 0 0 0 1 2 0 0 3 0 0 0 0 0 1 4 1 0 6 9 Total 0 0 0 0 0 2 14 2 0 18 1 0 1 0 2 3 16 1 0 20 40 12:00 PM 1 0 0 0 1 2 1 1 0 4 0 0 0 0 0 2 3 0 0 5 10 12:15 PM 2 0 0 0 2 0 6 0 0 6 3 0 2 0 5 0 3 0 0 3 16 12:30 PM 1 0 0 0 1 0 6 2 0 8 1 1 0 0 2 0 8 0 0 8 19 12:45 PM 1 0 0 0 1 0 0 1 0 1 0 0 2 0 2 0 3 0 0 3 7 Total 5 0 0 0 5 2 13 4 0 19 4 1 4 0 9 2 17 0 0 19 52 01:00 PM 0 0 2 0 2 0 2 1 0 3 2 0 1 0 3 1 1 0 0 2 10 01:15 PM 0 0 0 0 0 0 7 0 0 7 1 0 3 0 4 0 8 0 0 8 19 01:30 PM 0 0 0 0 0 0 4 1 0 5 2 0 0 0 2 0 3 0 0 3 10 01:45 PM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 5 0 0 5 7 Total 0 0 2 0 2 0 14 2 0 16 6 0 4 0 10 1 17 0 0 18 46 The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 2 Groups Printed- Unit Trucks Taylor Loop Rd From North SH 10 From East Taylor Loop Rd From South SH 10 From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 02:00 PM 0 0 1 0 1 0 2 1 0 3 1 0 0 0 1 2 5 0 0 7 12 02:15 PM 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 0 5 0 0 5 10 02:30 PM 0 0 0 0 0 0 1 0 0 1 2 0 0 0 2 0 5 1 0 6 9 02:45 PM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 2 0 0 2 4 Total 0 0 1 0 1 0 8 2 0 10 4 0 0 0 4 2 17 1 0 20 35 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 5 03:15 PM 1 0 0 0 1 0 1 1 0 2 0 0 0 0 0 0 3 0 0 3 6 03:30 PM 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 0 0 0 0 3 03:45 PM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 3 Total 1 0 0 0 1 0 4 2 0 6 1 0 0 0 1 0 9 0 0 9 17 04:00 PM 0 0 0 0 0 0 5 1 0 6 3 0 1 0 4 0 1 0 0 1 11 04:15 PM 0 1 0 0 1 1 0 0 0 1 2 0 0 0 2 0 5 0 0 5 9 04:30 PM 0 0 0 0 0 0 3 0 0 3 2 0 0 0 2 0 3 0 0 3 8 04:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 4 Total 0 1 0 0 1 1 9 1 0 11 7 0 1 0 8 0 12 0 0 12 32 05:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:15 PM 0 0 0 0 0 0 2 2 0 4 0 0 0 0 0 0 3 0 0 3 7 05:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 2 0 3 0 0 0 0 0 3 05:45 PM 0 0 0 0 0 0 1 0 0 1 0 1 0 0 1 0 2 0 0 2 4 Total 0 0 0 0 0 0 3 2 0 5 1 1 2 0 4 0 6 0 0 6 15 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3 06:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 06:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 4 06:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3 Total 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 9 0 0 9 11 07:00 PM 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 07:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 8 3 5 0 16 8 137 41 0 186 41 2 18 0 61 13 167 4 0 184 447 Apprch %50 18.8 31.2 0 4.3 73.7 22 0 67.2 3.3 29.5 0 7.1 90.8 2.2 0 Total %1.8 0.7 1.1 0 3.6 1.8 30.6 9.2 0 41.6 9.2 0.4 4 0 13.6 2.9 37.4 0.9 0 41.2 The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 3 Taylor Loop Rd SH 10 SH 10 Taylor Loop Rd Right 8 Thru 3 Left 5 Peds 0 InOut Total 14 16 30 Right8 Thru137 Left41 Peds0 OutTotalIn213 186 399 Left 18 Thru 2 Right 41 Peds 0 Out TotalIn 57 61 118 Left4 Thru167 Right13 Peds0 TotalOutIn163 184 347 3/12/2019 12:00 AM 3/12/2019 11:45 PM Single-Unit Trucks North The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 1 Latitude: N34.80083 Longitude: W92.43694 Groups Printed- Articulated Trucks Taylor Loop Rd From North SH 10 From East Taylor Loop Rd From South SH 10 From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:15 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:45 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 Total 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 5 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 2 05:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 2 05:45 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 2 0 0 2 0 0 1 0 1 0 2 0 0 2 5 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 06:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 07:00 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 08:00 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 08:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:30 AM 0 0 0 0 0 1 2 3 0 6 0 0 0 0 0 0 0 0 0 0 6 08:45 AM 1 0 0 0 1 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 2 Total 1 0 0 0 1 1 5 3 0 9 0 0 0 0 0 0 0 0 0 0 10 09:00 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 09:15 AM 0 0 0 0 0 0 1 1 0 2 1 0 0 0 1 0 3 0 0 3 6 09:30 AM 0 0 0 0 0 1 1 0 0 2 0 0 1 0 1 0 2 0 0 2 5 09:45 AM 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 1 0 0 1 4 Total 0 0 0 0 0 1 6 2 0 9 1 0 1 0 2 0 6 0 0 6 17 10:00 AM 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 2 10:15 AM 0 0 0 0 0 0 0 0 0 0 1 0 1 0 2 1 3 0 0 4 6 10:30 AM 0 0 0 0 0 0 3 1 0 4 0 0 0 0 0 0 0 0 0 0 4 10:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 4 0 0 4 5 Total 0 0 1 0 1 0 3 1 0 4 2 0 1 0 3 1 8 0 0 9 17 11:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 AM 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 2 0 0 2 5 11:30 AM 0 0 0 0 0 0 1 1 0 2 0 0 1 0 1 0 0 0 0 0 3 11:45 AM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 3 Total 0 0 0 0 0 0 4 1 0 5 2 0 1 0 3 0 3 0 0 3 11 12:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 3 12:15 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 1 0 1 2 12:30 PM 0 0 0 0 0 0 2 1 0 3 0 0 0 0 0 0 3 0 0 3 6 12:45 PM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 0 0 0 0 2 Total 0 0 0 0 0 0 4 2 0 6 1 0 0 0 1 0 5 1 0 6 13 01:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 0 2 2 01:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 1 1 1 0 3 5 01:30 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 01:45 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 1 0 0 1 2 Total 0 0 0 0 0 0 1 2 0 3 0 0 1 0 1 2 3 1 0 6 10 The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 2 Groups Printed- Articulated Trucks Taylor Loop Rd From North SH 10 From East Taylor Loop Rd From South SH 10 From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 02:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 PM 0 0 0 0 0 0 2 0 0 2 2 0 0 0 2 0 1 0 0 1 5 02:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 02:45 PM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 3 0 0 3 5 Total 0 0 0 0 0 0 4 0 0 4 3 0 0 0 3 0 4 0 0 4 11 03:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 03:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 03:30 PM 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 0 0 0 0 2 03:45 PM 0 0 0 0 0 1 1 0 0 2 0 0 0 0 0 0 0 0 0 0 2 Total 0 0 0 0 0 1 3 1 0 5 0 0 0 0 0 0 1 0 0 1 6 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 PM 0 0 1 0 1 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 4 04:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 04:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 1 0 1 0 3 0 0 3 0 0 0 0 0 0 2 0 0 2 6 05:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 05:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 2 05:45 PM 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 3 Total 0 0 0 0 0 0 2 1 0 3 1 0 0 0 1 0 4 0 0 4 8 06:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 06:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 06:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 0 0 0 0 3 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 07:30 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 07:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 3 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 08:30 PM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 1 0 0 1 2 09:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 1 0 2 0 3 4 47 14 0 65 12 0 5 0 17 3 43 2 0 48 133 Apprch %33.3 0 66.7 0 6.2 72.3 21.5 0 70.6 0 29.4 0 6.2 89.6 4.2 0 Total %0.8 0 1.5 0 2.3 3 35.3 10.5 0 48.9 9 0 3.8 0 12.8 2.3 32.3 1.5 0 36.1 The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 3 Taylor Loop Rd SH 10 SH 10 Taylor Loop Rd Right 1 Thru 0 Left 2 Peds 0 InOut Total 6 3 9 Right4 Thru47 Left14 Peds0 OutTotalIn57 65 122 Left 5 Thru 0 Right 12 Peds 0 Out TotalIn 17 17 34 Left2 Thru43 Right3 Peds0 TotalOutIn53 48 101 3/12/2019 12:00 AM 3/12/2019 11:45 PM Articulated Trucks North The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 1 Latitude: N34.80083 Longitude: W92.43694 Groups Printed- Buses Taylor Loop Rd From North SH 10 From East Taylor Loop Rd From South SH 10 From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 12:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 01:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 02:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 03:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 04:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:15 AM 0 0 0 0 0 0 1 0 0 1 1 0 0 0 1 0 1 0 0 1 3 06:30 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 06:45 AM 0 0 0 0 0 0 4 1 0 5 0 0 0 0 0 0 0 0 0 0 5 Total 0 0 0 0 0 0 7 1 0 8 1 0 0 0 1 0 1 0 0 1 10 07:00 AM 0 0 0 0 0 0 4 0 0 4 0 0 1 0 1 0 2 0 0 2 7 07:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 3 0 0 5 5 07:30 AM 0 0 0 0 0 0 4 0 0 4 0 0 1 0 1 1 3 0 0 4 9 07:45 AM 0 0 0 0 0 0 3 0 0 3 0 0 1 0 1 1 2 0 0 3 7 Total 0 0 0 0 0 0 11 0 0 11 0 0 3 0 3 4 10 0 0 14 28 08:00 AM 0 0 0 0 0 0 3 0 0 3 0 0 5 0 5 3 0 0 0 3 11 08:15 AM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 1 13 0 0 14 18 08:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 4 08:45 AM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 2 0 0 2 4 Total 0 0 0 0 0 0 10 0 0 10 0 0 5 0 5 4 18 0 0 22 37 09:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 09:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 09:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 3 0 0 3 4 09:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 5 0 0 5 6 10:00 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 10:15 AM 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 2 0 0 2 4 10:30 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 1 0 0 0 1 0 0 1 0 1 0 3 0 0 3 5 11:00 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:15 AM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 AM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 11:45 AM 0 0 0 0 0 0 0 0 0 0 1 0 0 0 1 0 0 0 0 0 1 Total 0 0 0 0 0 0 2 0 0 2 1 0 0 0 1 0 0 0 0 0 3 12:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 12:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 2 0 0 2 3 12:30 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 1 0 0 1 3 12:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 1 0 0 0 1 2 Total 0 0 0 0 0 0 6 0 0 6 0 0 0 0 0 1 3 0 0 4 10 01:00 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 01:15 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 01:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 01:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 5 The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 2 Groups Printed- Buses Taylor Loop Rd From North SH 10 From East Taylor Loop Rd From South SH 10 From West Start Time Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Right Thru Left Peds App. Total Int. Total 02:00 PM 0 0 0 0 0 0 4 0 0 4 0 0 0 0 0 0 1 0 0 1 5 02:15 PM 0 0 0 0 0 0 6 1 0 7 0 0 0 0 0 0 0 0 0 0 7 02:30 PM 0 0 0 0 0 0 7 0 0 7 0 0 1 0 1 1 4 0 0 5 13 02:45 PM 0 0 0 0 0 0 13 0 0 13 1 0 1 0 2 0 3 0 0 3 18 Total 0 0 0 0 0 0 30 1 0 31 1 0 2 0 3 1 8 0 0 9 43 03:00 PM 0 0 0 0 0 0 8 0 0 8 0 0 3 0 3 0 2 0 0 2 13 03:15 PM 0 0 0 0 0 0 6 0 0 6 0 0 2 0 2 0 3 0 0 3 11 03:30 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 6 0 0 6 8 03:45 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 1 1 0 0 2 4 Total 0 0 0 0 0 0 18 0 0 18 0 0 5 0 5 1 12 0 0 13 36 04:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 8 2 0 0 10 10 04:15 PM 0 0 0 0 0 0 2 2 0 4 0 0 1 0 1 0 0 0 0 0 5 04:30 PM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 3 1 0 0 0 1 4 04:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 1 0 1 0 0 0 0 0 2 Total 0 0 0 0 0 0 3 2 0 5 3 0 2 0 5 9 2 0 0 11 21 05:00 PM 0 0 0 0 0 0 2 0 0 2 0 0 0 0 0 0 0 0 0 0 2 05:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 05:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 05:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 3 0 0 3 3 Total 0 0 0 0 0 0 3 0 0 3 0 0 0 0 0 0 3 0 0 3 6 06:00 PM 0 0 0 0 0 0 0 1 0 1 0 0 0 0 0 0 0 0 0 0 1 06:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 06:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 06:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 Total 0 0 0 0 0 0 1 1 0 2 0 0 0 0 0 0 1 0 0 1 3 07:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 07:30 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 07:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 0 0 0 0 1 08:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 0 0 4 4 08:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 08:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 5 0 0 5 5 09:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 12 09:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 09:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 12 0 0 12 12 10:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 10:45 PM 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 Total 0 0 0 0 0 0 1 0 0 1 0 0 0 0 0 0 1 0 0 1 2 11:00 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:15 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:30 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 11:45 PM 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Total 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Grand Total 0 0 0 0 0 1 98 5 0 104 6 0 18 0 24 20 85 0 0 105 233 Apprch %0 0 0 0 1 94.2 4.8 0 25 0 75 0 19 81 0 0 Total %0 0 0 0 0 0.4 42.1 2.1 0 44.6 2.6 0 7.7 0 10.3 8.6 36.5 0 0 45.1 The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence File Name : 2019-2467 Site Code : 20192467 Start Date : 3/12/2019 Page No : 3 Taylor Loop Rd SH 10 SH 10 Taylor Loop Rd Right 0 Thru 0 Left 0 Peds 0 InOut Total 1 0 1 Right1 Thru98 Left5 Peds0 OutTotalIn91 104 195 Left 18 Thru 0 Right 6 Peds 0 Out TotalIn 25 24 49 Left0 Thru85 Right20 Peds0 TotalOutIn116 105 221 3/12/2019 12:00 AM 3/12/2019 11:45 PM Buses North The Traffic Group, Inc (800) 583-8411 www.trafficgroup.com Merging Innovation & Excellence Capacity & Level of Service Calculations P20405/7/2020AM ProjectedCantrell Rd631547124736West Dr61 53 361560Cantrell Rd125245East Dr35 26 HCM Unsignalized Intersection Capacity Analysis 3: Cantrell Rd & West Dr 5/7/2020 P2040 Cantrell West 5/7/2020 Projected AM EJP Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 63 1547 1247 36 61 53 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 68 1682 1355 39 66 58 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1395 2353 697 vC1, stage 1 conf vol 1375 vC2, stage 2 conf vol 978 vCu, unblocked vol 1395 2353 697 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s)5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 86 58 85 cM capacity (veh/h) 486 158 383 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 68 841 841 904 491 66 58 Volume Left 68 0 0 0 0 66 0 Volume Right 0 0 0 0 39 0 58 cSH 486 1700 1700 1700 1700 158 383 Volume to Capacity 0.14 0.49 0.49 0.53 0.29 0.42 0.15 Queue Length 95th (ft) 12 0 0 0 0 47 13 Control Delay (s) 13.6 0.0 0.0 0.0 0.0 43.3 16.0 Lane LOS B E C Approach Delay (s) 0.5 0.0 30.7 Approach LOS D Intersection Summary Average Delay 1.4 Intersection Capacity Utilization 56.8% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 5: Cantrell Rd & East Dr 5/7/2020 P2040 Cantrell West 5/7/2020 Projected AM EJP Page 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 36 1560 1252 45 35 26 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 39 1696 1361 49 38 28 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1410 2311 705 vC1, stage 1 conf vol 1385 vC2, stage 2 conf vol 926 vCu, unblocked vol 1410 2311 705 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s)5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 92 77 93 cM capacity (veh/h) 480 164 379 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 39 848 848 907 503 38 28 Volume Left 39 0 0 0 0 38 0 Volume Right 0 0 0 0 49 0 28 cSH 480 1700 1700 1700 1700 164 379 Volume to Capacity 0.08 0.50 0.50 0.53 0.30 0.23 0.07 Queue Length 95th (ft) 7 0 0 0 0 22 6 Control Delay (s) 13.2 0.0 0.0 0.0 0.0 33.5 15.3 Lane LOS B D C Approach Delay (s) 0.3 0.0 25.7 Approach LOS D Intersection Summary Average Delay 0.7 Intersection Capacity Utilization 56.8% ICU Level of Service B Analysis Period (min) 15 P20405/7/2020Noon ProjectedCantrell Rd6994491058West Dr67 71 46956Cantrell Rd92158East Dr45 40 HCM Unsignalized Intersection Capacity Analysis 3: Cantrell Rd & West Dr 5/7/2020 P2040 Cantrell West 5/7/2020 Projected Noon EJP Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 69 944 910 58 67 71 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 75 1026 989 63 73 77 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1052 1684 526 vC1, stage 1 conf vol 1021 vC2, stage 2 conf vol 663 vCu, unblocked vol 1052 1684 526 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s)5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 89 71 84 cM capacity (veh/h) 657 252 496 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 75 513 513 659 393 73 77 Volume Left 75 0 0 0 0 73 0 Volume Right 0 0 0 0 63 0 77 cSH 657 1700 1700 1700 1700 252 496 Volume to Capacity 0.11 0.30 0.30 0.39 0.23 0.29 0.16 Queue Length 95th (ft) 10 0 0 0 0 29 14 Control Delay (s) 11.2 0.0 0.0 0.0 0.0 24.9 13.6 Lane LOS B C B Approach Delay (s) 0.8 0.0 19.1 Approach LOS C Intersection Summary Average Delay 1.6 Intersection Capacity Utilization 47.5% ICU Level of Service A Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 5: Cantrell Rd & East Dr 5/7/2020 P2040 Cantrell West 5/7/2020 Projected Noon EJP Page 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 46 956 921 58 45 40 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 50 1039 1001 63 49 43 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1064 1652 532 vC1, stage 1 conf vol 1033 vC2, stage 2 conf vol 620 vCu, unblocked vol 1064 1652 532 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s)5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 92 81 91 cM capacity (veh/h) 650 258 492 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 50 520 520 667 397 49 43 Volume Left 50 0 0 0 0 49 0 Volume Right 0 0 0 0 63 0 43 cSH 650 1700 1700 1700 1700 258 492 Volume to Capacity 0.08 0.31 0.31 0.39 0.23 0.19 0.09 Queue Length 95th (ft) 6 0 0 0 0 17 7 Control Delay (s) 11.0 0.0 0.0 0.0 0.0 22.2 13.0 Lane LOS B C B Approach Delay (s) 0.5 0.0 17.9 Approach LOS C Intersection Summary Average Delay 1.0 Intersection Capacity Utilization 46.3% ICU Level of Service A Analysis Period (min) 15 P20405/7/2020PM ProjectedCantrell Rd371110149945West Dr35 63 221116Cantrell Rd151145East Dr21 21 HCM Unsignalized Intersection Capacity Analysis 3: Cantrell Rd & West Dr 5/7/2020 P2040 Cantrell West 5/7/2020 Projected PM EJP Page 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 37 1110 1499 45 35 63 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 40 1207 1629 49 38 68 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1678 2338 839 vC1, stage 1 conf vol 1654 vC2, stage 2 conf vol 684 vCu, unblocked vol 1678 2338 839 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s)5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 89 71 78 cM capacity (veh/h) 378 131 309 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 40 603 603 1086 592 38 68 Volume Left 40 0 0 0 0 38 0 Volume Right 0 0 0 0 49 0 68 cSH 378 1700 1700 1700 1700 131 309 Volume to Capacity 0.11 0.35 0.35 0.64 0.35 0.29 0.22 Queue Length 95th (ft) 9 0 0 0 0 28 21 Control Delay (s) 15.7 0.0 0.0 0.0 0.0 43.5 19.9 Lane LOS C E C Approach Delay (s) 0.5 0.0 28.3 Approach LOS D Intersection Summary Average Delay 1.2 Intersection Capacity Utilization 57.4% ICU Level of Service B Analysis Period (min) 15 HCM Unsignalized Intersection Capacity Analysis 5: Cantrell Rd & East Dr 5/7/2020 P2040 Cantrell West 5/7/2020 Projected PM EJP Page 2 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Volume (veh/h) 22 1116 1511 45 21 21 Sign Control Free Free Stop Grade 0% 0% 0% Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 Hourly flow rate (vph) 24 1213 1642 49 23 23 Pedestrians Lane Width (ft) Walking Speed (ft/s) Percent Blockage Right turn flare (veh) Median type TWLTL TWLTL Median storage veh) 2 2 Upstream signal (ft) pX, platoon unblocked vC, conflicting volume 1691 2321 846 vC1, stage 1 conf vol 1667 vC2, stage 2 conf vol 654 vCu, unblocked vol 1691 2321 846 tC, single (s) 4.1 6.8 6.9 tC, 2 stage (s)5.8 tF (s) 2.2 3.5 3.3 p0 queue free % 94 82 93 cM capacity (veh/h) 373 130 306 Direction, Lane # EB 1 EB 2 EB 3 WB 1 WB 2 SB 1 SB 2 Volume Total 24 607 607 1095 596 23 23 Volume Left 24 0 0 0 0 23 0 Volume Right 0 0 0 0 49 0 23 cSH 373 1700 1700 1700 1700 130 306 Volume to Capacity 0.06 0.36 0.36 0.64 0.35 0.18 0.07 Queue Length 95th (ft) 5 0 0 0 0 15 6 Control Delay (s) 15.3 0.0 0.0 0.0 0.0 38.5 17.7 Lane LOS C E C Approach Delay (s) 0.3 0.0 28.1 Approach LOS D Intersection Summary Average Delay 0.6 Intersection Capacity Utilization 56.9% ICU Level of Service B Analysis Period (min) 15