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Traffic Impact Study�MERID�AN Table of Contents INTRODUCTION AND SUMMARY........................................................................................... 1 Purpose of Report and Study Objectives..................................................................................... 1 ExecutiveSummary..................................................................................................................... 1 PROPOSEDDEVELOPMENT...................................................................................................... 3 SiteLocation................................................................................................................. LandUse....................................................................................................... SitePlan and Access...................................................................................................... 4 Development Phasing and Timing.............................................................................................. 4 STUDYAREA CONDITIONS...................................................................................................... 4 StudyArea................................................................................................................................... 4 ANALYSIS OF EXISTING CONDITIONS.................................................................................. 5 Existing and Future Traffic Volumes.......................................................................................... 5 Study Intersection Level of Service............................................................................................. 5 Existing Conditions Level of Service.......................................................................................... 6 PROJECTEDTRAFFIC................................................................................................................. 9 Site Traffic Forecasts ..................... TRAFFIC AND IMPROVEMENT ANALYSIS......................................................................... 11 Study Intersection Level of ............................................................................... 11 .......... Roadway Improvements........................................................................................... Roadway Improvement Level of Service ................. ............... 12 ................................................. CONCLUSIONS AND RECOMAIENDATIONS....................................................................... 16 APPENDIX................................................................................................. .................................. 18 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO INTRODUCTION AND SUMMARY Purpose of Report and Study Objectives The purpose of this traffic study is to identify the traffic impacts associated with the proposed Meridian Gateway Development on the existing road network. The study objectives are to describe the development, define the study intersections, and estimate trip generation and distribution for the site, analyze existing and 2011 AM and PM peak traffic conditions, describe the traffic impacts of the site under existing and 2011 AM and PM conditions and recommend improvements to mitigate traffic impacts. Executive Summary Site Location and Study Area. The Meridian Gateway Development is planned to be located south of Franklin Road and east of Eagle Road in Meridian, Idaho. The intersections counted were Eagle Road/Franklin Road, Eagle Road/St. Lucas Dive and Touchmark Way/Franklin Road (see Figures 1 and 2). Figure 1: Intersection of Eagle Road/ Franklin Road Horrocks Engineers Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO Figure 2: Intersection of Touchmark Way /Franklin Road Development Description. The Meridian Gateway consists of approximately 208,000 sq. ft. of medical and general offices and 77,000 sq. ft. of commercial with 1,197 parking stalls. The site proposes one right -in -right -out only access on Eagle Road, one full access on Franklin Road and one full access on St. Lucas Drive. Under full build conditions the development is expected to generate 6,876 new daily trips. Of these trips 449 will occur during the AM peak hour and 655 will occur during the PM peak hour. Principal Findings. During the existing AM peaky hour the Eagle Road/Franklin Road intersection operates at LOS C and Eagle Road/St. Ijueas- Drive and Franklin Road/Touchmark Way intersections operate at LOS B. During the existing PM peak hour the Eagle Road/Franklin /,�� 4J Road intersection operates at LOS D, the intersection of Eagle Road/St. Lucas Drive operates at `I LOS C and Franklin Road/Touchmark Way intersection operates at LOS B. After traffic generated by the project is added to the roadway network the study intersection of Eagle Road/Franklin Road experience an increase in delay and will operate at the LOS E during the PM peak hour. The intersection of Eagle Road/ St. Liwas Drive is expected to operate at LOS C. The Franklin Road/Touchmark Way intersection is expected to operate at LOS B. Conclusions and Recommendations. The proposed Meridian Gateway is anticipated to impact traffic operating conditions on adjacent roadways. However, the roadway and intersection improvements listed below will substantially mitigate the impacts and provide adequate traffic safety and operations on both Eagle Road and Franklin Road. The following recommendations are given: Horrocks Engineers 2 MeridiarGateway, Traffic Impact Study MERIDIAN, IDAHO • The intersection of Eagle Road/Franklin Road may be reconstructed with three northbound thru lanes in the future. When and if this occurs, an exclusive right turn lane in the northbound direction of travel will be required. Right-of-way should be preserved for this future improvement. • The intersection of Eagle Road/Franklin Road should also include an exclusive right turn lane in the westbound direction of travel. This may occur as part of a future roadway improvement project.• The intersection of Eagle Road/St. CLu�Drive should be re -striped to include an exclusive left turn lane, one shared thru-left lane and one exclusive right turn lane in the westbound and eastbound directions of travel. The signal will be required to provide split phasing for these movements. Ultimately, separate dual left turn lanes �N are more desirable to eliminate the split phasing. Dual left turn lanes will be required in the future even without the project. Right-of-way should be preserved to provide the extra pavement width for these lanes. • The development should provide exclusive right -turn and left -turn outbound lanes and exclusive right -turn and left -turn inbound lanes at all project accesses to improve traffic operations. Left -turn lanes are not required at the right-in/right-out access. No additional off -site mitigations are required to provide adequate traffic operations. PROPOSED DEVELOPMENT Site Location The Meridian Gateway Development is planned to be located south of Franklin Road and east of Eagle Road in Meridian, Idaho. The site location is shown in Figure 3. Figure 3: Site Location Horrocks Engineers 3 Meridian—tiateway, Traffic Impact Study MERIDIAN, IDAHO Land Use The Meridian Gateway consists of approximately 208,000 sq. ft. of medical and general offices, 77,000 sq. ft. of commercial with 1,197 total parking stalls. Site Plan and Access The site proposes one right -in -right -out only access on Eagle Road, one full access on Franklin Road and one full access on St. Lucas Drive. A suggested driveway pavement width of 36 feet (face of curb to face of curb) would allow for three 12 foot lanes plus curb and gutter on both sides of the driveway. Development Phasing and Timing Only the full -build condition was analyzed in this report. No project phasing was assumed. STUDY AREA CONDITIONS Study Area The intersections studied for this report were: Eagle Road and Franklin Road: This is a four legged signalized intersection. Eagle Road southbound has dual left turn lanes, two thru lanes and an exclusive right turn lane. In the northbound direction of travel, Eagle Road has dual left turn lanes, two thru lanes and one "trap" right turn lane. Franklin Road eastbound is has dual left turn lanes, two thru lanes and an exclusive right lane. Franklin Road westbound has dual left turn lanes, one thru lane, and one shared thru-right lane. Eagle Road and St. Lucas Drive: This is a four legged signalized intersection. Eagle Road southbound has a single left turn lane, two thru lanes and an exclusive right lane. In the northbound direction of travel Eagle Road has a single left turn lane, two thru lanes and one shared thru-right lane. St. Lucas Drive is a three -lane road with a single left turn lane, one thru lane and exclusive right lane in both the eastbound and westbound directions. Franklin Road and Touchmark Way: This is a three legged signalized intersection. Franklin Road is a three -lane road with a single left turn lane, one thru lane and shared right-thru lane. Touchmark Way is two-way collector. The studied intersections are shown in Figure 4. Horrocks Engineers q MeridiitrOateway, Traffic Impact Study MERIDIAN, IDAHO ANALYSIS OF EXISTING CONDITIONS Existing and Future Traffic Volumes Traffic counts for the AM and PM peak hour were performed for the study intersections by L2 Data Collection in November 28, 2006. Full details of the AM and PM traffic counts are presented in Tables 1 and 2 in appendix of this report. Study Intersection Level of Service Level of Service (LOS) is a term used by the Highway Capacity Manual (HCM) to describe the traffic operations of an intersection, based on congestion and delay. It ranges from LOS A (almost no congestion or delay) to LOS F (traffic demand is above capacity and the intersection experiences long queues and delay). LOS C is generally considered acceptable for rural intersections. LOS D is acceptable for urbanized intersections. LOS E is the threshold when the intersection reaches capacity. For two-way stop controlled intersections, average intersection - wide delay and LOS are not defined by the HCM. Therefore, for these intersections only the minor street approach with the highest delay will be reported. The following tables summarize LOS delay criteria for unsignalized and signalized intersections. Horrocks Engineers 5 Meridiairdateway, Traffic Impact Study MERIDIAN, IDAHO Table 1. LOS — Unsignalized Intersections Criteria Level of Service Average Control delay (s/veh) A 0-10 B > 10 —15 C > 15-25 D > 25- 35 E > 35 — 50 F > 50 Source: Highway Capacity Manual (HCM) 2000, Transportation Research Board National Research Council, Washington D.C., 2000. Table 2. LOS — Signalized Intersections Criteria Level of Service Average Control delay (s/veh) A <10 B > 10-20 C >20-35 D > 35- 55 E >55-80 F > 80 -1uurce: Highway Gapactry Manual (H LYI) 2000, 'Transportation Research Board National Research Council, Washington D.C., 2000. Existing Conditions Level of Service For this report, the LOS was calculated using the Synchro SimTraffic software package. The following tables summarize the LOS for the study intersections during the 2006 AM and PM peak hour without project added to the roadway network. Table 3: 2006 AM and PM Traffic Analysis Summaries withn it Prniort Traffr Intersections 2006 AM 2006 PM Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 32.4 C 51.5 D Eagle Road and St. Lucas Drive 34.4 C 26.7 C Franklin Road and Touchmark Way 15.5 B 11.9 B As shown in the table during the existing AM peak hour the Eagle Road/Franklin Road and Eagle Road/St. Lucas Thrive intersections operate at LOS C. The intersection of Franklin Road/Touchmark Way operates at LOS B. During the existing PM peak hour the Eagle Road/Franklin Road intersection operates at LOS D, the intersection of Eagle Road/St. Lucas Drive operates at LOS C and Franklin Road/Touchmark Way intersection operates at LOS B. Existing AM and PM Peak Volumes and LOS are shown in Figures 5 and 6. Horrocks Engineers Meridian"Gateway, Traffic Impact Study MERIDIAN, IDAHO O LOS A, B, C LOS D Capacity analysis was also performed for 2011 AM and PM conditions without the project. The growth rate was calculated based on historical data and future travel demand projections from Horrocks Engineers 7 Meridian jateway, Traffic Impact Study MERIDIAN, IDAHO COMPASS (Future traffic volumes for 2010, 2015, 2025 and 2030 are attached in Appendix of this report). Full details of the future traffic volumes are presented in Tables 3 and 4 in Appendix of this report. As shown in the table below, during the 2011 AM peak hour the Eagle Road/Franklin Road intersections operate at LOS D. The Eagle Road/St. Lucas Drive and Franklin Road/Touchmark Way intersections operate at LOS C. During the 2011 PM peak hour the Eagle Road/Franklin Road intersection operates at LOS E, the intersection of Eagle Road/St. Lucas Drive operates at LOS C and intersection of Franklin Road/Touchmark Way operates at LOS B. 2011 AM and PM Peak hour volumes and LOS for these intersections are shown in Table 4 Table 4. 2011 AM and PM Trafr1kc Anal sis Summaries without Pro ect Tra c Intersections 2011 AM 2011 PM Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 35.3 D 63.4 E Eagle Road and St. Lucas Drive 24.4 C 29.4 C Franklin Road and Touchmark Way 20.7 C 12.1 B 2011 AM and PM Peak Volumes and LOS for these intersections are shown in Figures 7 and S. Horrocks Engineers R �. MeridiannMateway, Traffic Impact Study MERIDIAN, IDAHO re 8: 2011 PM Peak Hour Tra fic Volumes and LOS without the 128 2011 P Jll.M roc 1ao Approach Delay 63.4 seconds _ 491 1 ` A roach LOS E��fl —� 6 p�� r . 11—' 335 "Z men wuo'+�<4 4 � k F _ 3n IIt, �F Approach Delay:'r 29.4 seconds` ADDr08ch LOS C 733 Vr torn rn V ." 12.1 seconds �fTiu 4 !� S b k , ¢ Sd Luca 11D N . t • PROJECTED TRAFFIC Site Traffic Forecasts Trip Generation. The Institute of Transportation Engineers' (ITE) Trip Generation manual, 7th Edition was used to calculate new trip volumes. 25% pass -by was applied to the Shopping Center. This was based on ITE (Refinement of procedures used for estimating pass -by trip percentages, 1992 ITE Journal, pp. 13 - 16. Moussavi, Massoum; Gorman, Michael). The following table summarizes the results of the trip generation for the proposed development: Table 5: Trip Generation - Meridian Gateway �� Use Land Use Variable Quantity Daily Weekday AM Peak Hour Weekday PM Peak Hour Total In Out Total In Out Code Trips General Office 1000 Sq. 710 108 1189 167 88% 147 12% 20 161 17% 27 83% 134 Building Ft. GLA Medical Office 1000 Sq. 720 100 3613 248 79% 196 21% 52 315 27% 85 73% 230 Building Ft. GLA 1000 Sq. Shopping Center 820 77 3306 79 61% 48 39% 31 289 48% 139 52% 150 Ft. GIA Subtotal 8108 494 79% 391 21% 103 765 33% 251 67% 514 Internal Capture (5%) 405 25 79% 20 21% 5 38 33% 13 67% 26 Shopping Center Passby (25%) 827 20 61% 12 39% 8 72 4873 35 52% 38 Total New Trips 6876 449 80% 359 20% 90 655 31% 203 169IX, 450 Horrocks Engineers 9 MeridianZiateway, Traffic Impact Study MERIDIAN, IDAHO As shown in the table, the proposed development is expected to generate an average 6,876 daily new weekday trips. Approximately 449 and 655 of these trips occur during the AM and PM peak hours respectively. Trip Distribution. The trip distribution was calculated based on the existing traffic counts and assumed travel paths. 35% of project traffic was assumed to travel to the north, 10% to the east, 35% to the south, while the remaining 20% of project traffic was assumed to travel to the west during the AM and PM peak hour. Assumed trip distribution for proposed development shown in Figure 9. Figure 9: Trip Distribution — Meridian Gateway Volumes generated from new development with assumed trip distribution for AM and PM peak hours are shown in Figure 10. Horrocks Engineers 10 Meridian'15ateway, Traffic Impact Study MERIDIAN, IDAHO TRAFFIC AND IMPROVEMENT ANALYSIS Study Intersection Level of Without improvements with the new project traffic, during the 2006 AM peak hour the Eagle Road/Franklin Road intersection operates at LOS D. The Eagle Road/St. Lucas Drive and Franklin Road/Touchmark Way intersections operate at LOS C. The new proposed access 1 on Franklin Road operates at LOS B, access 2 on Eagle Road and access 3 on St. Lucas Drive are expected to operate at LOS A. During the 2006 PM peak hour the Eagle Road/Franklin Road intersection operates at LOS E. The intersection of Eagle Road/St. Lucas Drive operates at LOS D. The Franklin Road/Touchmark Way intersection operates at LOS B. The proposed access 1 operates at LOS B ;:and access 2 on Eagle Road and access 3 on St Lucas Drive are expected to operate at LOS F. Peak hour volumes and LOS without improvements for these intersections are shown in Table 6. Horrocks Engineers 11 Meridian�iateway, Traffic Impact Study MERIDIAN, IDAHO Table 6: 2006 AM and PM + Pro'ect Tra Ylc Analysis Summaries without im rovements Intersections 2006 AM 2006 PM Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 40.5 D 71.2 E Eagle Road and St. Lucas Drive 23.2 C 38.2 D Franklin Road and Touchmark Way 24.8 C 18.0 B Access 1 (Franklin Road) 13.6 B 14.2 B Access 2 (Eagle Road) 6.4 A > 50 F Access 3 (St. Lucas Drive) 3.3 A > 50 F Roadway Improvements The 2006 and 2011 plus project conditions will require modifications to the Eagle Road/Franklin Road and Eagle Road/St. Lucas Drive intersections to accommodate background growth and project generated trips. • The intersection of Eagle Road/Franklin Road may be reconstructed with three northbound thru lanes in the future. When and if this occurs, an exclusive right turn lane in the northbound direction of travel will be required. Right-of-way should be preserved for this future improvement. • The intersection of Eagle Road/Franklin Road should also include an exclusive right turn lane in the westbound direction of travel. This may occur as part of a future roadway improvement project. • The intersection of Eagle Road/St. Lucas Drive should be re -striped to include an exclusive left turn lane, one shared thru-left lane and one exclusive right turn lane in the westbound and eastbound directions of travel. The signal will be required to provide split phasing for these movements. Ultimately, separate dual left turn lanes are more desirable to eliminate the split phasing. Dual left turn lanes will be required in the future even without the project. Right-of-way should be preserved to provide the extra pavement width for these lanes. • The development should provide exclusive right-tum and left -turn outbound lanes and exclusive right -turn and left -turn inbound lanes at all project accesses to improve traffic operations. Left -turn lanes are not required at the right-in/right-out access. Roadway Improvement Level of Service Level of Service (LOS) was calculated with the Synchro SimTraffic software package. 2006 and 2011 conditions were analyzed with the new project traffic added to AM and PM peak hours. The results of the existing conditions analyses, without the project traffic, are repeated from above for ease of comparison. The following tables shows the results of the analysis for the year 2006 AM and PM peak hour conditions. Horrocks Engineers 12 Meridian' Gateway, Traffic Impact Study MERIDIAN, IDAHO Table 7: 2006 AM Traffic Analysis Summaries with Praiert Traffic Intersections 2006 AM 2006 AM + Project (Improved) Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 32.4 C 35.3 D Eagle Road and St. Lucas Drive 34.4 C 22.3 C Franklin Road and Touchmark Way 15.5 B 28.3 C Access 1 (Franklin Road) - - 12.8 B Access 2 (Eagle Road) - - 7.6 A Access 3 (St. Lucas Drive) - - 3.6 A Table 8: 2006 PM Traffic Analysis Summaries with Project Traffic Intersections 2006 PM 2006 PM + Project (Improved) Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 51.5 D 57.6 E Eagle Road and St. Lucas Drive 26.7 C 24.8 C Franklin Road and Touchmark Way 11.9 B 12.1 B Access 1 (Franklin Road) - - 7.2 A Access 2 (Eagle Road) - - > 50 F Access 3 (St. Lucas Drive) - - 6.7 A With improvements and new project traffic, during the 2006 AM peak hour the Eagle Road/Franklin Road intersection operates at LOS D. The intersections of Eagle Road/St. Lucas Drive and Franklin Road/Touchmark Way operate at LOS C. The access 1 on Franklin Road operates at LOS B, access 2 is expected to operate at LOS A and access 3 on St. Lucas Drive is expected to operate at LOS A. During the 2006 PM peak hour the Eagle Road/Franklin Road intersection operates at LOS E. The intersection of Eagle Road/St. Lucas Drive operates at LOS C and Franklin Road/Touchmark Way intersection operates at LOS B. The new proposed accesses 1 and 3 are expected to operate at LOS A and access 2 is expected to operate at LOS F. Although Access 2 is shown as operating at LOS F during the PM peak, it is expected that vehicles will choose to take alternative routes (i.e. Access or 3). The simulation software does not dynamically re -distribute traffic as would occur in reality. The overall traffic operations are expected to be better than LOS F. Traffic volumes, delays and LOS for 2006 AM and PM peak hours with the development are presented in Figures 11 and 12. Horrocks Engineers 13 Meridian'ateway, Traffic Impact Study MERIDIAN, IDAHO Figure 11: 2006 AM Peak Hour Traffic Volumes and LOS with the project Approach Delay: Approach Delay: 2006 AM +PROJECT 35.3 seconds 12.8 seconds Approach LOS D gig Approach LOS: B a., niwy �L— 286F— 520 f o0o s �4— 1 548 r 137 t 37 J 1'. r 52 Approach Delay: r..::., 28.3 seconds ...f. `� u-a v e, *. A roach LOS: C 461- ► �I� �760� y ' ^ 676 �o '{ VNV �r6dt i oo #k 48 f Sr N r�: Ste{ „V 'r O L42 x. Approach Delay: 7.6 seconds , T� Approach LOS A Access +N .1� a+-.. 2.., cam, .• � t .3` y Approach Delay: s Approach Delay Q 3.6 seconds 22.3 seconds Lz" Approach LOS: A - �� Approach LOS: C p , �o°'ow " any 108��.; �L- 116 Legend: LOS A, B, C 69� � 1 I �. � 491 �4337—+ O LOS D NAND y (D LOS E, F Figure 12: 2006 PM Peak Hour Traffic Volumes and LOS with the project Approach Delay: Approach Delay: 2006 PM +PROJECT 57.6 seconds 7.2 seconds Approach LOS: E f' r y Approach LOS: A r' 180 } +—760 00 757 24 .�! t 13 Approach Delay: seconds �. A roach LOS: B t 7580.,' 7. 345 CO 106 — ► j I I t:_ on» ti•: rye u,aD 11 'Z rn ti o m ` �4 t io z Approach Delay: > 50 seconds �� ' A roach LOS F _ � X - ? f Access 2 k c� 9. s A roach Approach Delay: rs ` � ; PP Delay: 6.7 sa 24.8 seconds ,� r Q econds APProach LOS: Approach o`Oo_o L 152 t 4 r +1 ~ 398 J I L 398 x <_ */ Legend: 1391 I I 105�t. 166--►.. n LOSD p' cnoi��= p LOS E, F Horrocks Engineers 14 MeridianZateway, Traffic Impact Study MERIDIAN, IDAHO The following tables show the results of the analysis for 2011 conditions. TahiP 0- 2017 AM Trnffir Annlvcic Qum ;.....sh Intersections 2011 AM 2011 AM + Project (Improved) Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 35.3 D 66.1 E Eagle Road and St. Lucas Drive 24.4 C 24.9 C Franklin Road and Touchmark Way 20.7 C 33.2 C Access 1 (Franklin Road) - - 11.0 B Access 2 (Eagle Road) - - 10.6 B Access 3 (St. Lucas Drive) - - 3.5 A Table 1 11_• 2011 PM Tr/iffir Ann7vcic .Qvmmnr;n .,;ih P--o T .. m- Intersections 2011 PM 2011 PM + Project (Improved) Delay (sec) LOS Delay (sec) LOS Franklin Road and Eagle Road 63.4 E 66.9 E Eagle Road and St. Lucas Drive 29.4 C 27.9 C Franklin Road and Touchmark Way 12.1 B 23.5 C Access 1 (Franklin Road) - - 12.6 B Access 2 (Eagle Road) - - > 50 F Access 3 (St. Lucas Drive) - - 7.9 F Traffic volumes, delays and LOS for 2011 AM and PM peak hours with the development are shown in Figures 13 and 14. Figure 13: 2011 AM Peak Hour Traffic Volumes and LOS with the project Approach Delay: Approach Delay: 2011 AM +PROJECT 66.1 seconds 11.0 seconds Approach LOS: E F Approach LOS: B I AAtNO fit. 117 .� j �, t 149 t 363 o0o r— 590 37 Apprach Delay: 33.2 seconds 22a y 1 TP' ;' 1 �• ... w a 11 A roach LOS: C 160 482 N+N 731--y �.00 E s ."air t A roach Dela 4 r� A roach LOS. B Approach Delay: 24.9 seconds Approach LOS: C �hprn�E' L 25 ALt113 ia�j1i(' 15 —+ J 19 mVAI Approach Delay: 3.5 seconds Approach LOS: A L I'C9'— 116 Legend: LOS A, B, C 0 LOS D O LOSE, F t„ Horrocks Engineers 15 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO Figure 14: 2011 PM Peak Hour Traffic Volumes and LOS with the project Approach Delay: Approach Delay: I 2011 PM + PROJECT 66.9 seconds 12.6 seconds Approach LOS: E11—J Approach LOS: B mAm t 149..i� �ka: moo L 0 L i T 1196 244 1 r— 84$ x41 a 5gYy106 362 ?NN h % NtD z 812 — 1 NOr' y 7 OO W rat)CD 1 t Approach Dela ,_•k 253 Y� > 50 seconds Approach LOS F ,ram r 23.5 seconds Approach Delay: Approach Delay 7 g seconds 27.9 seconds Approach LOS A Approach LOS 1-414j �� 425f.,., A Legend._ ...s: 148 1 321 O LOS A, B, C 112 O LOS E. F CONCLUSIONS AND RECOMMENDATIONS The Meridian Gateway consists of approximately 208,000 sq. ft. of medical and general offices and 77,000 sq. ft. of commercial with 1,197 parking stalls. The site proposes one right -in -right - out only access on Eagle Road, one full access on Franklin Road and one full access on St. Lucas Drive Under full build conditions the development is expected to generate 6,876 new daily trips. Of these trips 449 will occur during the AM peak hour and 655 will occur during the PM peak hour. During the existing AM peak hour the Eagle Road/Franklin Road intersection operates a� LOS C and Eagle Road/St. Lucas Drive and Franklin Road/Touchmark Way intersections operate at LOS B. During the existing PM peak hour the Eagle Road/Franklin Road intersection operates at LOS D, the intersection of Eagle Road/St. Lucas Drive operates at LOS C and Franklin Road/Touchmark Way intersection operates at LOS B. After traffic generated by the project is added to the roadway network the study intersection of Eagle Road/Franklin Road experience an increase in delay and will operate at the LOS E during the PM peak hour. The intersection of Eagle Road/ St. Lucas Drive is expected to operate at LOS C. The Franklin Road/Touchmark Way intersection is expected to operate at LOS B. Horrocks Engineers 16 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO The proposed Meridian Gateway is anticipated to impact traffic operating conditions on adjacent roadways. However, the roadway and intersection improvements listed below will substantially mitigate the impacts and provide adequate traffic safety and operations on both Eagle Road and Franklin Road. The following recommendations are given: • The intersection of Eagle Road/Franklin Road may be reconstructed with three northbound thru lanes in the future. When and if this occurs, an exclusive right turn lane in the northbound direction of travel will be required. Right-of-way should be preserved for this future improvement. • The intersection of Eagle Road/Franklin Road should also include an exclusive right turn lane in the westbound direction of travel. This may occur as part of a future roadway improvement project. • The intersection of Eagle Road/St. Lucas Drive should be re -striped to include an exclusive left turn lane, one shared thru-left lane and one exclusive right turn lane in the westbound and eastbound directions of travel. The signal will be required to provide split phasing for these movements. Ultimately, separate dual left turn lanes are more desirable to eliminate the split phasing. Dual left turn lanes will be required in the future even without the project. Right-of-way should be preserved to provide the extra pavement width for these lanes. • The development should provide exclusive right -turn and left -turn outbound lanes and exclusive right -turn and left -turn inbound lanes at all project accesses to improve traffic operations. Left -turn lanes are not required at the right-in/right-out access. No additional off -site mitigations are required to provide adequate traffic operations. With the recommended mitigations it is expected that all study intersections will operate at LOS D or better with the exception of the Eagle Road/Franklin Road intersection. Horrocks Engineers 17 Meridian Gateway, Traffic Impact Study MERIDIAN, IDAHO APPENDIX Horrocks Engineers 18 Tech: Judd/Merrick Counter: DB-4360/4361 Location: Eagle Road / Franklin Road Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 Eagle Road i Franklin Road Eagle Road From North I From East IFrom South File Name : Eagle & Franklin AM Site Code : 00002 Start Date : 11/28/2005 Page No : 1 Franklin Road 07:00 AM I 21 333 19 373 1 18 33 15 66 i 43 186 56 285 66 89 42 y 197 921 07:15 AM 30 425 24 479 '• 23 45 42 110 ! 44 270 58 372 88 82 45 215 1 1176 07:30 AM 23 367 40 430 21 59 33 113 I 44 270 65 379 ' 112 134 56 302 ! 1224 07:45 AM 46 341 33 420 ° 34 83 28 145 45 284 58 387 I 89 117 65 271 ! 1223 Total 120 1466 116 1702 96 220 118 434 ! 176 1010 237 1423 355 422 208 985 1 4544 08:00 AM 33 346 20 399 29 50 34 113 54 346 58 458 1 100 78 47 225 1 1195 08:15 AM ! 34 309 29 372 1 11 67 30 108 ! 41 254 51 346 99 81 44 224 1050 08:30 AM 23 301 26 350 I 26 51 42 119 34 241 39 314 I 70 79 39 188 971 08:45 AM I 41 298 24 363 19 40 40 _.- __ 99 '' 40 251 38 329 I 76 93 64 233 1 1024 Total! 131 1254 99 1484 1 85 208 146 439 1 169 1092 186 1447 345 331 194 870 : _ 4240 Grand Total 251 2720 215 3186 181 428 264 873 345 2102 423 2870 j 700 753 402 1855 : 8784 Apprch % I Total % 7.9 2.9 85.4 6.7 20.7 49 30.2 12 73.2 14.7 I 37.7 40.6 21.7 I 31 2.4 36.3 2.1 4.9 3 9.9 ! 3.9 23.9 4.8 32.7 8 8.6 4.6 21.1 i Eagle Road ! Out In Total i 12sa A' 1 AM _251' 2720 215. Right Thru Left i i '-/ i 1 I _n o H v I I I I —� B North L aw��^ c c. as iji" 11/28I200507:00AM ! AM2 Ni 4—lit I I11/28/200508:45 nLT.F LL� a I All Vehicles = I i I I i i - Left Thru Right 423: 2102 345' I 1 8f�4 287Q. S54 1 Out In Total Tech: Judd/Merrick Counter: DB-4360/4361 Location: Eagle Road / Franklin Road Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & Franklin AM Site Code : 00002 Start Date : 11/28/2005 Page No : 2 Eagle Road Franklin Road I Eagle Road gl Franklin Road From North From Eastf From South From West i Start Time i Right 1 Thru 1 Left 1 g App.rotai 1 Ri ht g , Thru ; Left I A �Taa1 Rieht Thty Left i Aoo. Tdil I Right Thru iEft Ann —J _ r.,rnl � inr Tr.rnl Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of l Peak Hour for Entire Intersection Begins at 07:15 AM 07:15 AM 30 425 24 479 1 23 45 42 110 44 270 58 372 88 82 45 215 1176 07:30 AM 23 367 40 430 I 21 59 33 113 44 270 65 379 112 134 56 302 1 1224 07:45 AM 46 341 33 420 34 83 28 145 ; 45 284 58 387 I 89 117 65 271 1223 08:00 AM 33 346 20 399 29 50 34 113 54 346 58 458 100 78 47 225 I 1195 Total Volume 132 1479 117 1728 107 237 137 481 `, 187 1170 239 1596 389 411 213 1013 i 4818 Eagle Road .Qqt In Total 14-90, r 1728.:3218 132 i 1479 1 Right Thru Left Peak Hour Data North Peak Hour Begins at 07:15 AM I Vehicles i 1, F+ i I Left Thru Ri ht 2005: LEW. 601' Out In Total Fanlw Rnari L2 Data Collection 1770 W. State St. #204 Boise, Idaho Tech: McMahan/Merrick (208) 860-7554 File Name : Eagle & Franklin PM Counter: DB-4360/4361 Site Code : 00002 Location: Eagle Road / Franklin Road Start Date : 11/28/2005 Control: Signalized Page No : 1 — ---- Groups Printed- All Vehicles i Eagle Road Franklin Road ; Eagle Road Franklin Road Start Time I Right From North Thru ' Left ,App. Tom RI ht From East i Thru Left ,App. Tom i Ri From Thru I South Left From West Right I Thru 04:00 PM 39 I 312 27 378 35 103 55 193 37 337 69 I Aoc. Tmi 443 I 63 71 Left I 43 Apo. Tow ; 177 in Toat i 1191 04:15 PM 46 343 30 419 29 108 55 192 1 48 402 102 552 I 45 87 60 192 1355 04:30 PM I 52 04:45 PM I 43 369 32 453 38 107 40 185 55 415 85 555 I 72 103 76 251 1444 337 28 408 31 131 45 207 ! _ 35 421 125 581 I 74 116 74 264 1460 Total 180 1361 117 1658 133 449 195 777 175 1575 381 2131 I 254 377 253 884 5450 05:00 PM 1 42 05:15 PM 338 25 405 I 32 120 46 198 I 34 391 125 550 i 90 135 69 294 1447 39 05:30 PM 51 371 361 21 19 431 431 27 32 130 103 49 206 37 48 183 29 330 345 153 138 520 99 137 54 290 I 1447 _ 05:45 PM C 65 360 30 455 36 117 39 _ 192 i 26 361 134 512 521 94 74 115 143 68 76 236 1 334 1362 1502 Total 1 197 1430 95 1722 127 470 182 779 126 1427 550 2103 398 499 267 1154 I 5758 Grand Total 377 2791 212 3380 260 919 377 1556 301 3002 931 4234 ' 652 866 520 2038 i 11208 Apprch % i 11.2 82.6 6.3 I 16.7 59.1 24.2 7.1 70.9 22 I 32 42.5 25.5 Total % 1 3.4 24.9 1.9 30.2 2.3 8.2 3.4 13.9 2.7 26.8 8.3 37.8 I 5.8 7.7 4.6 18.2 Eagle Road r out In Total i 3771 2791' 212 Right Thru Left �J y I I I I S I �IC N CO I � N C I I North FD o lao Leo I Iw2 11/28/2005 0400 PM 1-2 j 11/28/2005 05:45 ! Ito �n � LL rl rti t? C y iUp. � PM ! I All Vehicles i p o 61 �m I 4-- I Left Thru Ri ht =—� 2 Sot! I I j i 3820• �g234: �, j Out In Total Tech: McMahan/Merrick Counter: DB-4360/4361 Location: Eagle Road / Franklin Road Control: Signalized L2 Data Collection 1770 W. State St. 4204 Boise, Idaho (208) 860-7554 File Name : Eagle & Franklin PM Site Code : 00002 Start Date : 11/28/2005 Page No : 2 Eagle Road i Franklin Road Eagle Road I Franklin Road —_— Start Time Ri¢ht From North Thru . Left From aao. rom lht I Thru East Left i Aon. r�ca! i Rieht From South I Ttuu I Left Aoo. To i Rieht From West i Thru _ Peak Hour Analysis From 04:00 PM to 05:45 PM -Peak 1 of 1 al Left A p. To a! tnl. Totaf Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM I 04:45 PM 52 43 369 32 337 28 453 I 38 107 408 31 131 40 185 1 55 415 85 555 j 72 103 76 251 1444 05:00 PM 42 338 25 405 ( 32 120 45 46 207 198 ! 35 34 421 391 12.) 125 581 i 74 550 I 90 116 135 74 69 264 294 I 1460 1447 05:15 PM i Total Volume 39 176 371 21 1415 106 431 I 27 130 1697 128 488 49 180 206 i 796 ' 37 330 153 520 i 99 137 54 290 1447 "/ Ann Tnfal ! 1AA R2A 1Z i c, �. ..... 161 _ 1557 488 2206 i 335 491 273 1099 5798 Tech: Judd/Robinson Counter: DB-4458/4459 Location: Eagle Road / St. Lukes Drive Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & St Luke AM Site Code : 00001 Start Date : 11/29/2005 Page No : 1 — — Eagle Road I St. Lukes Drive Eagle Road St. Lukes Drive I From North From East i From South From West r StartTime ' Ri ht ' Thru : Left roue Ri t Thru Left i rmd i Right_ i_ Th Left Aoo. roue Right Thru Left Aoo. Total I Inl Total 07:00 AM 18 404 26 448 1 3 14 18 55 303 26 384 1 4 4 15 23 i 873 07:15 AM I 33 493 27 553 ' 4 1 12 17 I 44 409 38 491 4 1 17 22 1083 07:30 AM 24 468 34 526 9 1 30 40 39 396 36 471 9 2 19 29 ' 1066 07:45 AM 34 480 33 547 6 5 21 32 1 64 458 44 _ 566 4 5 13 22 1167 Total; 109 1845 120 2074 20 10 77 107 i 202 1566 144 1912 I 21 12 63 96 4189 08:00 AM I 46 425 30 501 i 4 4 11 19 57 378 57 492 1 6 21 28 i 1040 08:15 AM j 28 389 42 459 I 5 2 16 23 62 306 42 410 9 5 24 38 I 930 08:30 AM + 19 309 36 364 I 6 2 17 25 60 347 40 447 9 6 19 34 870 08:45 AM I 34 351 28 413 3 5 17 25 67 408 43 518 9 3 30 42 998 Total 127 1474 136 1737 18 13 61 92 1 246 1439 182 1867 28 20 _ 94 142 3838 Grand Total I 236 3319 256 3811 i 38 23 138 199 448 3005 326 3779 49 32 157 238 j 8027 Appreh % 6.2 87.1 6.7 I 19.1 11.6 69.3 11.9 79.5 8.6 20.6 13.4 66 Total % i 2.9 41.3 3.2 47.5 i 0.5 0.3 1.7 2.5 i 5.6 37.4 4.1 47.1 0.6 0.4 2 3 Eagle Road Out In Total 13200: ! 7011 1 i 1 236i 3319' 256 i Right Thru Left 1— I `► I' I i L N Flo � � C Northcn + c i I 41", c u� j 2—� 11/29/2005 07:00 AM I 1-2 u ID11/29/2005 08:45 AM p All Vehicles ID =' i i i F4 Left Thru Right ?26, 30051 'LT44 DiW 3779'. i 7285 out In Total Tech: Judd/Robinson Counter: DB-4458/4459 Location: Eagle Road / St. Lukes Drive Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 I Eagle Road I St. Lukes Drive From North From East Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peal- 14— fnr Entire lnte.rceetinn Reoinc at n7.1 S AKA Eagle Road File Name : Eagle & St Luke AM Site Code : 00001 Start Date : 11/29/2005 Page No :2 St. Lukes Drive 07:15 AM j 33 493 27 553 I 4 1 12 17 i 44 409 38 491 4 1 17 22 1 1083 07:30 AM I 24 468 34 526 j 9 1 30 40 39 396 36 471. I 9 2 18 29 1066 07:45 AM i 34 480 33 547 I 6 5 21 32 I 64 458 44 566 I 4. 5 13 22 I 1167 08:00AM 46 425 30 501 4 4 11 191 57 378_57 492 1 6 21 28 1040 Total Volume i 137 1866 124 2127 1 23 11 74 108 1 204 1641 175 2020 18 14 69 101 4356 % Ann. Total 6.4 _ _87.7 5.8 1 21.3 10.2 68.5 10.1 81.2 8.7 17.8 13.9 68.3 PHF .745 _ .946 .912 .962 1 .639 .550 .617 .675 I 797 896 768 892 I 500 583 821 871 1 .933 Eagle Road Out In Total 2127J E5ja I 1 i 1 I Right Iru Left IJ '+ I Peak Hour Data oi� r F i J North z L cn c � d Q I Ir 2 � � I —F Peak Hour Begins at 07:15 AM 1—= �CD J !~ 2 Q r-- ; aD « O N yet All Vehicles I r O� J2` = �1 CJ I I � i 11 i I I Ieft Thru Ri h I 1958; 2020! � I Out In Total Tech: Judd/Robinson Counter: DB-4458/4459 Location: Eagle Road / St. Lukes Drive Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & St Luke PM Site Code : 00001 Start Date : 11/28/2005 Page No : 1 I Eagle Road From North St. Lukes Drive From East �— Eagle From Road—i South ! St. Lukes Drive From West _ Start Titne� Right_ Thru Left 1 Aoo. Toul I Right ; Thru I Left I noo. meal Right Thru Left nip. Total rRight Thru I Left Ini 04:00 PM 19 376 22 411 39 8 64 111 47 427 34 508 • 18 2 noo 26 roW 46 Toil 1082 04:15 PM 32 394 20 446 I 24 4 47 75 35 499 35 569 1 19 3 39 61 1151 04:30 PM 22 389 25 436 41 3 73 117 I 25 493 33 551 ! 32 3 34 69 1173 04:45 PM + 24 406 10 440 45 3 43 91 I 17 526 _ 31 _ 574 1 16 4 26 46 1151 Total; 97 1565 77 1739 149 18 227 394 124 1945 133 2202 1 85 12 125 222 4557 05:00 PM 1 20 441 6 467 42 4 69 05:15 PM 23 440 8 471 55 5 74 05:30 PM 32 443 6 481 41 4 43 05:45 PM 28 _ 438 9 475 23 4 19 Total 103 1762 29 1894 161 17 205 Grand Total 200 3327 106 3633 310 35 432 Apprch % 5.5 91.6 2.9 I 39.9 4.5 55.6 Total % ! 2.2 36.7 1.2 40.1 3.4 0.4 4.8 115 j 19 475 43 537 38 0 40 134 i 10 424 29 463 34 1 34 88 13 419 39 471, 25 6 24 46 1 17 442 __ 46 505 16 2 24 383 59 1760 157 1976 113 9 122 777 183 3705 290 4178 198 21 247 8.6 4.4 2 88.7 40.9 6.9 3.2 46.1 42.5 2.2 4.5 0.2 53 2.7 Eagle Road Out In Total : 24 fit 3633' I 987 5' , 200i 3327 106: Ri ht Thru Left 4� L I I I I I o n I _ > �I� North Lf° `"� `I to o Ig � t H 2 1 x x j �' 11/28/2005 04:00 PM 11/28/2005 05:45 PM /—? � IS N 2 0', V All Vehicles p 1 QI j LIB � � = �:N: �O I � I I I I i I r Left Thru Right 2 0: 3703705 1 , i T ' 3 T 178 8135 Out In Total 78 1197 69 j 1137 55 1095 42 1 1068 244 F 4497 466 9054 5.1 Tech: Judd/Robinson Counter: DB-4458/4459 Location: Eagle Road / St. Lukes Drive Control: Signalized Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire intercectinn rt o;nc at na• 19 VWA L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 File Name : Eagle & St Luke PM Site Code : 00001 Start Date : 11/28/2005 Page No : 2 04:15 PM I 04:30 PM I 32 22 394 389 20 25 446 436 24 4 47 75 35 499 35 569 ' 19 3 39 61 1151 41 3 73 117 25 493 33 551 32 3 34 69 1173 04:45 PM ! 24 406 10 440 45 3 43 91 17 526 31 574 16 4 26 46 1151 05:00 PM 20 441 6 467 , 42 4 69 115 19 475 43 537 38 0 40 78 1197 Total Volume 98 1630 61 1789 152 14 232 398 96 1993 _ 142 2231 I 105 10 139 254 4672 %Aoo. Total i 5.5 91.1 3.4 38.2 3.5 58.3 ( 4.3 89.3 6.4 1 41.3 3.9 54.7 PHF !_766 .924 .610 .958 844 875 795 850 1 686 947 826 .972 1 .691 .625 869 814 976 Eagle Road Out In n Total L22@4 4 163 Right Thru Left 4J I ~ I � ; Peak Hour Data o .c r Peak Hour Begins at 0415 PM I r �I 1-2 1 2� m p— All Vehicles rFL�j O;� `ice I I I I I Left Thru Ri ht 1g67i 1 �41M Out In Total L2 Data Collection 1770 W. State St. #204 Boise, Idaho Tech: Angie Counter: DB-4148 (208) 860-7554 Location: Touchmark Way / Franklin Road Control: Signalized iTouchmark Way Franklin Road Touchmark Way From North Start Time Right Thru LeftATua I From East I From South Right Thru i Left I AnoTotal tRiaht I Thru I Left 07:00 AM 1 0 0 0 0 0 84 11 95 ! 4 0 a 1 07:15 AM 1 0 0 0 0 0 116 7 123 1 0 0 07:30 AM 0 0 0 01 0 102 9 111 1 0 2 07:45 AM 0. 0 _. 0 01 0 167 21 188 4 0 2 Total ! 0 0 0 0 1 0 469 48 517 10 0 5 08:00 AM 08-15 0 0 0 01 1 126 15 142 I 5 0 5 AM 0 0 0 0 0 98 19 117 2 0 3 08.30 AM I 0 0 0 0 0 125 14 139 I 3 0 5 08:45 AM _ 0___ 0 0 01 0_ 101 13 114 2 0 3 Total !— 0 0 0 0 I l 450 61 512 12 0 16 Grand Total 0 0 0 0 1 919 109 1029 j 22 0 21 Apprch % 0 0 0 1 0.1 89.3 10.6 51.2 0 48.8 Total % 0 0 0 01 0 38.8 4.6 43.4 I 0.9 0 0.9 File Name : Touchmark & Franklin AM Site Code : 00003 Start Date : 11/28/2005 Page No : 1 Franklin Road _ From West ! Totals Right Thru I Left n p.Total Int. Total 5 ! 5 138 0 143 243 1 9 144 0 153 277 3j 10 201 0 211 325 6 _ 13 172 0 185 379 15 ' 37 655 0 692 i 1224 10 16 145 1 162 314 5 ' 10 141 0 151 273 8 ' 6 139 0 145 I 292 5 9 _- 140 0 149 268 28 ! 41 565 1 607 1147 43 ! 78 1220 1 1299 1 2371 1.8 ! 6 3.3 93.9 51.5 0.1 0 54.8 Touchmark Way Out In Total F-25, 0' I_ I 0 0 0' IRight Thru Left 1 � I i I --- 0 c7;, Hr ! I I I A, —� 'a O f I J J o North ti n of c i— IN L 11/28/2005 07:00 AM 7 11/28/2005 08:45 AM 2 LL ri L o 0 m. �� All Vehicles —'o I I I I 1 ; 1 ! Left Thru Right i E 21i 221 I 1 7' 2 0 Out In Total Tech: Angie Counter: DB-4148 Location: Touchmark Way / Franklin Road Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208)860-7554 File Name : Touchmark & Franklin AM Site Code : 00003 Start Date : 11/28/2005 Page No : 2 Touchmark Way 1 Franklin Road Touchmark Way Franklin Road From North I From East I From So & Start Time Ri ht i Thtu ' Left Tail Right I Thtu Left Aoo Trnil i Right u Thin I Left From West i A!p,.ToW I Right_; Thru ; Left AM. Tail Int. Total I Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire intersection Begins at 07:15 AM 07:15 AM 0 0 0 01 0 116 7 123 l 0 0 l 9 144 0 153 I 277 07:30 AM 0 0 0 01 0 102 9 111 1 0 2 3 10 201 0 211 211 325 07:45 AM 0 0 0 0 0 167 21 188 4 0 2 6 13 172 0 325 08:00 AM , 0 0 0 _ 0 1 Total Volume 0 0 0 126 15 142 5 0 5 _ 10 16 — 145 1 162 314 01 ^ 1 i a, A -- 'r.. l n 511 52 - _ 564 I 11 0 9 20—� 48 662 1 711 I295 Tech: Angie Counter: DB-4148 Location: Touchmark Way / Franklin Road Control: Signalized Touchmark Way L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 Franklin Road Touchmark Way File Name : Touchmark & Franklin PM Site Code : 00003 Start Date : 11/28/2005 Page No : 1 Franklin Road 04:00 PM I 1 0 0 1 1 164 7 172 i 17 0 5 22 1 1 130 1 132 327 04:15 PM I 0 0 0 0 I 0 177 5 182 13 0 8 21 ! 4 152 0 156 359 04:30 PM 0 0 0 0 1 0 173 2 175 i 20 0 5 25 ! 3 166 0 169 369 04:45 PM 1 0_ 0 1 i 0 185 3 188 I 10 0 8 18 4 150 1 155 362 Total i 2 0 0 2 i 1 699 17 717 1 60 0 26 86 12 598 2 612 1417 05:00 PM I 0 0 0 0 0 184 1 185 j 20 0 7 27 2 177 0 179 1 391 05:15 PM 0 0 0 0 0 191 7 198 i 17 0 6 23 2 180 0 182 ! 403 05:30 PM 1 0 0 l 1 184 6 191 ! 12 0 9 21 0 125 0 125 I 338 05:45 PM i 0 0 0 0 1 0 184 8 192 6 0 2 8 3 156 0 159 359 Total , 1 0 0 1 1 743 22 766 55 0 2479 ; 7 638 0 645 1491 Grand Total i 3 0 0 3 ! 2 1442 39 1483 115 0 50 165 i 19 1236 2 1257 2908 Apprch % I 100 0 0 0.1 97.2 2.6 69.7 0 30.3 1.5 98.3 0.2 Total % I 0.1 0 0 0.1 s 0.1 49.6 1.3 51 4 0 1.7 5.7 ' 0.7 42.5 0.1 43.2 Touchmark Way out In Total I C 7 i 0. Right Thru Left 4j I-► i I r 0.N �N' j r Z'o North T � � I c Cl�r ism-- 11/28/2005 04:00 PM —=�E r> 11/28/2005 05:45 PM 2.+ o u. m 0 � I All Vehicles ---0 �" IW � � Cl . I Left Thru Ri ht 50, 1 F5 ' L--1-6-5 I I Out In Total Tech: Angie Counter: DB-4148 Location: Touchmark Way / Franklin Road Control: Signalized L2 Data Collection 1770 W. State St. #204 Boise, Idaho (208) 860-7554 Touchmark Way Franklin Road From North From East j Start Time Rid t Thru i Left i Aoo. roue ! Right I Thru 1 Left App. Ti Right Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:30 PM 04:30 PM 0 0 0 0 0 173 2 175 1 20 04:45 PM I 1 0 0 1 0 185 3 188 . 10 05:00 PM 0 0 0 0 i 0 194 1 185 1 20 05:15 PM 0 0 0 _ 01 0 191 7 198 1 17 Total Volume I 1 0 0 1' 0 733 13 746 j 67 Touchmark Way Right Thru Left L. Touchmark Way Peak Hour Data North Peak Hour Begins at 04:30 PM All Vehicles 41 T F+ Left Thru Ri ht 17— 1-24,�,3 117, Out Trntrhmark In Total Way 0 5 0 8 0 7 0 6 0 26 File Name : Touchmark & Franklin PM Site Code : 00003 Start Date : 11/28/2005 Page No : 2 Franklin Road 25 1 3 166 18 4 150 27 I 2 177 23 i 2 180 93 1 11 673 0 169 1 369 1 155 1 362 0 179 i 391 0 182 i 403 685 1 1525 2010 Build: 2010 Network with 201 C mmunity Choices Demographics 12/14/2006 0 J a O O a N W 0 0 1900 O ll O W V 800 a 0 0� 800 N t a N q o W � O O n = O y 2 O N O O N 2y0o 2 _ y o0 00 e � m E ry Fairview Ave �o Fairview Ave. Fairview Ave. Fairview Ave. c 12000 `O 14600 �'p o0 17800 00 14300 15500 15000 16800 to 12000 v o 15000 0 0 17500 ^ ^0 0 15000 0 16300 15600 17100 oN 'V (ato 0 o N N m0 0 m 0 �3 0 o v0 o 0 n 0 0 N N mn p A ll O O U m O 2800 O 2600 O 600 900 N O N 3000 3400 3400 4p0 rn 2700 2700 700 1000 00 00 3100 3500 3500 34000 0 4j00 m o 3 S00 3500 42pp o 0 o 0 0 4700 4100 4100 o o 4200 4200� 4200 N W O O 10 W W I� 0 o O U Franklin Rd. m o Franklin Rd. N `� m Franklin Rd. `� Franklin Rd. 10400 n rn300 10800 10800 14600 14600 9800 11200 10200 10200 10200 N 15600 N 15600 + 11800 O O O O O m O O > O O O �? n 2200 o O 0 2100 0 M 3 280 2400 M 280C 2500 v N w N 16600 16600 o N not 1-114 70600 00 N 61 a55400 r ' 220Cx6800 wo 00 w 00 66800 1-84 00 000 61 2� 62 0 / 184 60700 0 0 ` 0 60700 00 `610� 60T yA400 oa 66000 o N 0 60900 n 60900 60900 66DO O Er) 6600 y 0 Overland Rd. Overland Rd. overland Rd. Overland Rd N 0 n Overland Rd 3100 8100 5500 5700 8700 12700 12700 12200 13700 1350, 3600 6600 5700 5900 8900 14200 14200 13600 0 0 0 0 14300 1440; 0 0 tNV o 0 N cn n m o 2100 N N 2100 2� �O 2� ix m O O M O O m V M O O O O 0 0 N o 0 O U D:\UAG\newmodel\TIP\fy07l l \Base\b2010\ROUNDED_b2010.NET L icenSefl tO C(IJIfIflILjl- l:.� Planning /`•`•. sock'I'lJ n �__� zu I j Duna: lu i s iNetworK with 201 lt,,_.mmunity Choices Demographics, TIP FIW,007-2011 12/14/2006 � n n o 3 t7 O O v O O v GJ O O 27.00 O m m 900 O O J 800 > 2200 N N O O m V N n ry O W 3,? o uJ �7 U o o 0 o o ,�� m m rn Fairview Ave ��, Fairview Ave. Fairview Ave. E 16200 O m 19500 1p0 00 22900 21100 22400 21600 Fairview Ave. 24600 N 0 17500 0 0 20300 $ 23500 21900 o 0 23200 22300 25000 0 0 o rn N O O � O O g �o 0 � 0 oa O O m m O 0 U °D 0 10 0 0 0 0 0 2400 4200 2800 3Cow c 3000 3800 4200 4200 2400 4800 3400 3700 4000 4500 4500 42pp 42001 o0 4Spp 46 00 rn 0 4500 100 00 4600 4600 4600 01 o K m 4700 4700 ,I00 4700 A l N IL N O '2 O N � m m m _o U Franklin Rd. o Franklin Rd. ry Franklin Rd. 1330D �1o0 10400 10400 N N 163D0 Franklin Rd. 16300 10900 13200 9900 9900 9900 16600 16600 12100 � � o � m 0 2 O O O O O p O 2 O 2900 O U O 2800 O O 260 2900 260 2900 0 0 o 17500 17600 c 9� 6 58p0 7550500 o 71500 0 0 5gp0y1500 g n in 0300 f30p0 m v v�'i 1-84 0� �30% g5 a `a 1-84 g4300 0 34300 64300 5g5p0 65000 v uoi 54600 64600 64600 6Spp m 1-84 'S00 0 1250LT o Overland Rd. Overland Rd. Qverland Rd. Overland Rd 0 v 0 Overland Rd 9000 9300 13000 15000 15100 14100 16400 16300 1600 10600 8900 9200 130000 15600 15600 14700 - N 0 N O m m 0 rn m 0 16600 16500 r2200 �J2 00 2� V00 Ir W O O U 0 0 D:\UAG\newmode1\TIP\fy0711 \Base\b2015\R0UNDED_b2015.NET ___� L!C'.115Fr_I 'LO C.C)I"Y!Cil!Ji?i%,+ Pianrlil-ig ASSOf:kt:{Gti zuz5 twno: zoz5 Network with 2025 Community f :es Demographics 12/14/2006 m O t°n O V N N CVO d 0 00 q y O a a J 0 O v m o O 1000 v A O O 31� r m 0 0 Q: Ao 900 32p0 " N m O 10 O N N NQ_' W _y 0 O O O M rn O p v 7�Op o co m 1VB 0 24000 C, _ V Fairview Ave `3300 a, Fairview Ave. Fairview Ave. Fairview Ave. O m O O rn rn 23400 0 o° 27200 25700 27100 25soo 28000 10 y 24000 ° 00'26500 2 23500 0 0 27000 27900 26700 28200 0 0 0 2 0 v =r p C. !per N N O O O O a o CDq N a O O N M W ID> Nrcm4 01 p M O p A D < w 60 03000 U 7U900 12600 8600 6 008800 N800 10200 10400 N N 6000 6100 6100 6700 6700 r10 630' 0 3500 co rn 61p0 7000 oi o 6400 6400 6400 coM t d' O O M m o m0 0 0 6900 6900 6900 W v m� rn o Franklin Rd. o o 0 0 Franklin Rd. 0 v Franklin Rd. 0' v 19000 ' - 00 14800 14800 N N 19400 Franklin Rd. 19400 16000 18400 14400 14400 14400 19900 v w w 19900 C. 17500 W 0) O O (T O O 2 O - 0) O o O O 5000 O O h S00 UU ° 0 04400 0 0 n N M 16500 100 o 0 1-84 87600 O`00 i 1 0 82700 0 0 0 1 0 00 75900 0' M N co 0 1�� 9 p 0� 15 a 0 0 1-84 1-84 812 p010�U 81200 81200 69100 0 0 80300 697 0 W 80300 80300 1p6 r 1-84 �� 10660 rn w rn Overland Rd. Overland Rd. 0 0 arland Rd. o Overland Rd 0 v Overland Rd 19400 194 0 0 14800 15100 20100 18600 18600 17300 M `O 20200 19900 18800 18800 14300 14600 19600 19500 19500 18200 0 0 0 0 20100 19900 0 0 o� o N o _o O L 2500 CD 2soo �s s °o O O > ° m Ho 0 U o I oCD 0 N D M O W pp d V O O D:\UAGlnewmodel\TIP\fy0711 \Base\b2025\R0U NDED_b2025. NET tifisC.i!`I;'Cy Planning r'Issl. ta0i1 2030 Build: 2030 Network with 2030 C -nmunity Choices Demographics 12/14/2006- - 0 0 m 0 0 3000 0 o 0 1000 0 o -6 K 3000 vo o m 1000 N N N O N W of O O O O m0 O O m O 2 CJ j O O N 3)00 o v y o o m 400 m2 E o Fairview Ave "'� Fairview Ave. Fairview Ave. Fairview Ave. 22200 24600 `o Oo 28300 26300 27600 26400 26700 22700 a 23900 N 27500 27200 28600 27400 27300 o0 O O O O O mC L O r O Oi) � D U 10 00 10 0 3000 0 4100 _ r N 4100 4800 � 0 5000 N 5700 6400 6400 00 5900 7100 7100 640p 65000 o!856ve Or 00 3300 4400 4400 5000 5200 00 7100 aaoo 0 0 8500 8500 8500 o 0 8800 8800 8800 m� O mo 0 LLl d m 0 o U 0 Franklin Rd. 0 o Franklin Rd. m 0 a Franklin Rd. Franklin Rd. 17900 N �2700 14700 14700 N N 19200 19200 15900 17400 15100 15100 15100 19800 19800 16800 � O O m 2 O (O t` 6400 O O O 0 6500 O 220 5300 220C 5600 0 0 1-84 16800 RR1_16800 85500 6610 0 0 80600 j3p0"0600 I-84 30 3 0 m f630p0 1 � -84 j70p0 00 661 $ MOO 77000 15600 O 5600 75600 9000 -84 9000 o 0 o 0 w o o Overland Rd. 0 4lverland Rd. Overland Rd 0 0 Overland Rd 00 161OU 12800 13100 18400 19700 19700 18300 20200 2000 00 15500 12400 12800 18300 20200 20200 18700 0 O 20800 0 2050 0 0 ti 0 0 0 0 0 0 2500 00 � 2500 `'S co 00 2 SO v O vm o 0 o yc o m U D:\UAG\newmodel\TI P\fy0711\Base\b2030\ROUNDED_b2030.NET r:,0!1i!71!1 lit.j/ j�j,flti!11J !`rSSC)! c3t7C1i1 Meridian Gateway SimTraffic Performance Report Existing AM Default 7: Franklin Road & Eagle Road Performance by approach Approach EB WB NB SIB All Total Delay (hr) 11.8 7.0 10.0 16.4 45.2 Delay / Veh (s) 41.2 46.1 21.2 33.9 32.4 Stop Delay (hr) 9.9 5.6 5.9 10.2 31.6 St DeWeh (s) 34.7 37.2 12.5 21.0 22.7 Total Stops 856 423 569 1256 3104 StopNeh 0.83 0.78 0.34 0.72 0.62 Travel Dist (mi) 164.5 146.8 364.3 324.2 999.8 Travel Time (hr) 16.3 10.6 18.1 23.6 68.6 10: St. Lucas Dr. & Eagle Road Performance by approach WB NB SIB, All Total Delay (hr) 1.2 1.0 19.6 19.6 41.5 Delay / Veh (s) 43.0 36.0 35.7 32.8 34.4 Stop Delay (hr) 1.1 1.0 15.9 10.0 28.0 St DeWeh (s) 40.6 33.5 29.0 16.6 23.2 Total Stops 86 90 1034 1170 2380 StopNeh 0.86 0.86 0.52 0.54 0.55 Travel Dist (mi) 5.8 8.3 159.1 472.7 646.0 Travel Time (hr) 1.4 1.3 23.4 30.5 56.6 15: Franklin Road & Performance by approach Ap r`oach = .. ' EB 1N6 k : NB All Total Delay (hr) 3.2 2.5 0.0 5.7 Delay / Veh (s) 16.1 15.1 6.2 15.5 Stop Delay (hr) 1.7 1.6 0.0 3.3 St DelNeh (s) 8.5 9.8 5.7 9.0 Total Stops 330 343 12 685 StopNeh 0.46 0.58 0.60 0.52 Travel Dist (mi) 200.6 58.8 1.1 260.4 Travel Time (hr) 8.1 3.9 0.1 12.1 Total Network Performance Total Delay (hr) 106.8 Delay / Veh (s) 67.2 Stop Delay (hr) 68.0 St DelNeh (s) 42.8 Total Stops 6633 StopNeh 1.16 Travel Dist (mi) 4199.7 Travel Time (hr) 204.2 C:\Meridian Gateway\Synchro\Existing AM.sy7 SimTraffic Report Hrvoje Drozdek Page 1 Horrocks Engineers Meridian Gateway SimTraffic Performance Report Existing PM Default 7: Franklin Road & Eagle Road Performance by approach Approach" EB W B NB SB All Total Delay (hr) 22.9 11.6 18.8 29.2 82.5 Delay / Veh (s) 71.3 56.4 30.7 63.0 51.5 Stop Delay (hr) 20.1 9.4 10.8 20.5 60.8 St DelNeh (s) 62.4 45.7 17.6 44.3 37.9 Total Stops 1352 650 1105 1969 5076 StopNeh 1.17 0.88 0.50 1.18 0.88 Travel Dist (mi) 186.5 204.8 484.2 308.3 1183.8 Travel Time (hr) 28.0 16.7 29.7 36.1 110.5 10: St. Lucas Dr. & Eagle Road Performance by approach EB NB TSB -AII y .. Total Delay (hr) 3.6 16.7 6.3 7.2 33.8 Delay / Veh (s) 50.7 298.6 10.3 13.6 26.7 Stop Delay (hr) 3.5 16.3 3.2 2.8 25.8 St DeNeh (s) 48.3 292.2 5.3 5.2 20.3 Total Stops 246 292 640 458 1636 StopNeh 0.95 1.45 0.29 0.24 0.36 Travel Dist (mi) 15.4 16.1 176.2 417.0 624.7 Travel Time (hr) 4.2 17.2 10.2 16.9 48.5 15: Franklin Road & Performance by approach Approach EB 1NB NIB-SB Ail Total Delay (hr) 2.4 2.7 0.2 0.0 5.3 Delay / Veh (s) 11.0 13.6 6.8 4.4 11.9 Stop Delay (hr) 0.9 1.6 0.2 0.0 2.7 St DelNeh (s) 4.3 8.2 5.9 3.7 6.1 Total Stops 213 365 64 1 643 StopNeh 0.28 0.51 0.65 1.00 0.40 Travel Dist (mi) 211.5 70.7 5.2 0.1 287.4 Travel Time (hr) 7.5 4.3 0.4 0.0 12.3 Total Network Performance Total Delay (hr) 218.9 Delay / Veh (s) 124.8 Stop Delay (hr) 177.3 St DelNeh (s) 101.0 Total Stops 7630 StopNeh 1.21 Travel Dist (mi) 4726.5 Travel Time (hr) 328.9 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MOiolilra3ict Oynchro\Ex Hrvoje Drozdek Page 1 Horrocks Engineers SimTraffic Performance Report Meridian Gateway Default 2006 AM + Project 7: Franklin Road & Eagle Road Performance by approach B . 7."' W6 ' NB SB All Total Delay (hr) 12.8 7.4 14.3 24.9 59.4 Delay / Veh (s) 43.3 48.3 30.1 45.7 40.5 Stop Delay (hr) 10.8 6.3 11.6 16.5 45.2 St DelNeh (s) 36.3 41.2 24.6 30.3 30.8 Total Stops 942 576 872 1806 4196 StopNeh 0.88 1.05 0.51 0.92 0.79 Travel Dist (mi) 169.8 52.5 189.0 364.3 775.6 Travel Time (hr) 17.5 8.9 18.8 33.0 78.1 10: St. Lucas Dr. & Eagle Road Performance by approach A' roach' EB . - 'WB`' Total Delay (hr) 0.9 1.9 12.1 13.1 28.0 Delay / Veh (s) 37.0 46.1 21.2 22.8 23.2 Stop Delay (hr) 0.9 1.8 7.9 8.5 19.0 St DelNeh (s) 35.0 42.6 13.9 14.7 15.7 Total Stops 78 144 1150 1057 2429 StopNeh 0.88 0.95 0.56 0.51 0.56 Travel Dist (mi) 5.3 14.9 165.1 224.6 409.9 Travel Time (hr) 1.1 2.4 16.0 18.1 37.7 12: St. Lucas Dr. & Access 3 Performance by approach p' roacFi EB ` WB ..:SB All ; Total Delay (hr) 0.2 0.0 0.0 0.2 Delay / Veh (s) 1.8 0.3 3.3 1.5 Stop Delay (hr) 0.0 0.0 0.0 0.1 St DelNeh (s) 0.2 0.2 2.7 0.3 Total Stops 6 0 34 40 StopNeh 0.01 0.00 1.00 0.07 Travel Dist (mi) 40.4 7.7 2.4 50.5 Travel Time (hr) 1.6 0.2 0.1 1.9 15: Franklin Road & Touchmark way Performance by approach A roach EB WB NB All Total Delay (hr) 4.2 5.3 0.0 9.5 Delay / Veh (s) 20.1 31.1 7.8 24.8 Stop Delay (hr) 3.0 4.2 0.0 7.2 St DelNeh (s) 14.3 24.6 7.0 18.7 Total Stops 243 413 8 664 StopNeh 0.32 0.68 0.44 0.48 Travel Dist (mi) 137.7 60.4 1.0 199.1 Travel Time (hr) 7.4 6.7 0.1 14.2 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MiSidiI aBeeA synchro\2C Hrvoje Drozdek Page 1 Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2006 AM + Project Default 20: Access 2 & Eagle Road Performance by approach Approach = , WB '. NB SB All Total Delay (hr) 0.1 2.9 3.6 6.6 Delay / Veh (s) 6.4 5.9 6.3 6.1 Stop Delay (hr) 0.1 0.0 0.2 0.3 St DelNeh (s) 6.0 0.1 0.4 0.3 Total Stops 48 17 55 120 StopNeh 1.00 0.01 0.03 0.03 Travel Dist (mi) 2.6 199.1 243.5 445.2 Travel Time (hr) 0.2 7.3 9.3 16.8 22: Franklin Road & Access 1 Performance by approach AO`roach' E6 ' WB' NB All Total Delay (hr) 1.1 0.8 0.1 1.9 Delay / Veh (s) 4.1 5.0 13.6 4.5 Stop Delay (hr) 0.1 0.0 0.1 0.1 St DeWeh (s) 0.2 0.2 12.4 0.4 Total Stops 17 14 18 49 StopNeh 0.02 0.02 1.00 0.03 Travel Dist (mi) 93.5 102.7 1.4 197.6 Travel Time (hr) 3.9 3.2 0.1 7.2 Tn+ol Plofiernrlt Pmrfnrmanr`P Total Delay (hr) 115.2 Delay / Veh (s) 69.0 Stop Delay (hr) 72.9 St DeWeh (s) 43.7 Total Stops 7510 StopNeh 1.25 Travel Dist (mi) 4447.3 Travel Time (hr) 219.9 O:\I2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MSin6InaGistPa ,Synchro\20, Hrvoje Drozdek Horrocks Engineers SimTraffic Performance Report Meridian Gateway Default 2006 PM + Project 7: Franklin Road & Eagle Road Performance by approach Aoach'' ppr EB' �IV B N6 SIB All Total Delay (hr) 17.3 29.9 22.5 50.2 119.9 Delay / Veh (s) 55.4 140.8 34.0 101.0 71.2 Stop Delay (hr) 14.8 27.2 15.9 38.6 96.5 St DelNeh (s) 47.2 128.0 24.0 77.7 57.3 Total Stops 1112 1359 1387 2632 6490 StopNeh 0.99 1.78 0.58 1.47 1.07 Travel Dist (mi) 179.5 74.2 263.4 329.3 846.4 Travel Time (hr) 22.1 32.0 29.0 57.5 140.6 10: St. Lucas Dr. & Eagle Road Performance by approach A_:,,. roach., EB WB� ::NB SB All Total Delay (hr) 2.4 13.5 25.3 10.8 51.9 Delay / Veh (s) 32.8 92.9 41.6 20.2 38.2 Stop Delay (hr) 2.2 12.0 19.7 6.9 40.8 St DelNeh (s) 30.8 82.9 32.3 12.9 30.0 Total Stops 245 753 1334 705 3037 StopNeh 0.94 1.44 0.61 0.37 0.62 Travel Dist (mi) 15.9 52.3 176.5 208.5 453.2 Travel Time (hr) 3.0 15.3 29.3 15.3 62.9 12• St Lucas Dr. & Access 3 Performance by approach A .roach EB WB : SB .. All Total Delay (hr) 0.1 1.9 15.5 17.5 Delay / Veh (s) 1.7 16.9 373.2 86.2 Stop Delay (hr) 0.0 1.5 15.6 17.0 St DelNeh (s) 0.6 13.2 373.5 83.9 Total Stops 14 151 163 328 StopNeh 0.08 0.38 1.09 0.45 Travel Dist (mi) 18.4 26.0 10.6 54.9 Travel Time (hr) 0.7 2.6 16.0 19.4 15: Franklin Road & Touchmark way Performance by approach A" roach EB WB NB SIB All Total Delay (hr) 4.7 3.6 0.2 0.0 8.5 Delay / Veh (s) 20.3 16.9 6.0 0.1 18.0 Stop Delay (hr) 3.1 2.3 0.1 0.0 5.5 St DelNeh (s) 13.2 10.5 5.2 0.1 11.5 Total Stops 518 455 43 0 1016 StopNeh 0.62 0.59 0.47 0.00 0.60 Travel Dist (mi) 150.8 77.1 4.9 0.1 232.8 Travel Time (hr) 8.2 5.4 0.4 0.0 14.0 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M&diNnac tPa Bynchro\20 Hrvoje Drozdek Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2006 PM + Project Default 20: Access 2 & Eagle Road Performance by approach Approach` WB NB SIB "Ali Total Delay (hr) 8.0 6.4 3.2 17.6 Delay / Veh (s) 123.4 10.4 6.0 14.5 Stop Delay (hr) 8.0 0.4 0.1 8.4 St DelNeh (s) 123.4 0.6 0.1 6.9 Total Stops 241 185 1 427 StopNeh 1.03 0.08 0.00 0.10 Travel Dist (mi) 12.6 249.7 225.3 487.6 Travel Time (hr) 8.6 12.0 8.6 29.2 22: Franklin Road & Access 1 Performance by approach q . , roach" ;- - EB :,.. , W B NB All ; Total Delay (hr) 1.0 2.5 0.3 3.8 Delay / Veh (s) 4.1 11.5 14.2 7.8 Stop Delay (hr) 0.0 1.0 0.3 1.3 St DelNeh (s) 0.2 4.5 13.1 2.6 Total Stops 16 126 71 213 StopNeh 0.02 0.16 1.01 0.12 Travel Dist (mi) 90.8 144.5 5.6 240.9 Travel Time (hr) 3.6 5.9 0.5 10.0 Total Network Performance Total Delay (hr) 245.9 Delay / Veh (s) 124.8 Stop Delay (hr) 179.5 St DelNeh (s) 91.1 Total Stops 12504 StopNeh 1.76 Travel Dist (mi) 5159.3 Travel Time (hr) 368.4 ON2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MOichlnaGictei gynchro\20C Hrvoje Drozdek Page 2 Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2006 AM + Project improved Default 7: Franklin Road & Eagle Road Performance by approach ApproacH'.. EB WB`:.. NB SB 'Al Total Delay (hr) 13.0 6.9 . 12.2 18.1 50.2 Delay / Veh (s) 43.4 49.9 26.2 35.0 35.3 Stop Delay (hr) 11.0 6.1 9.9 11.4 38.4 St DelNeh (s) 36.6 43.9 21.3 22.1 27.0 Total Stops 923 502 707 1350 3482 StopNeh 0.86 1.00 0.42 0.73 0.68 Travel Dist (mi) 171.9 47.6 185.4 344.0 748.9 Travel Time (hr) 17.7 8.3 16.6 25.8 68.4 10: St Lucas Dr. & Eagle Road Performance by approach Apj�roach"` EB ' _. WB NB _.- SIB AII r Total Delay (hr) 1.1 2.0 10.7 12.7 26.5 Delay / Veh (s) 43.6 44.7 19.1 22.7 22.3 Stop Delay (hr) 1.1 1.8 7.2 8.2 18.3 St DelNeh (s) 41.2 41.3 12.9 14.6 15.4 Total Stops 83 147 1035 1007 2272 StopNeh 0.89 0.93 0.51 0.50 0.53 Travel Dist (mi) 5.6 15.3 158.6 219.2 398.7 Travel Time (hr) 1.3 2.5 14.4 17.6 35.9 12: St. Lucas Dr. & Access 3 Performance by approach A ` roach EB WB SB All Total Delay (hr) 0.1 0.0 0.0 0.2 Delay / Veh (s) 1.2 0.2 3.6 1.1 Stop Delay (hr) 0.0 0.0 0.0 0.1 St DelNeh (s) 0.2 0.1 3.0 0.4 Total Stops 6 0 39 45 StopNeh 0.02 0.00 1.00 0.08 Travel Dist (mi) 38.0 8.1 2.7 48.8 Travel Time (hr) 1.5 0.2 0.2 1.8 15: Franklin Road & Touchmark way Performance by approach A.,.- roach' EB WB NB All Total Delay (hr) 4.5 5.8 0.0 10.3 Delay / Veh (s) 22.8 35.6 2.7 28.3 Stop Delay (hr) 2.9 4.6 0.0 7.6 St DelNeh (s) 14.9 28.7 2.7 20.9 Total Stops 363 431 7 801 StopNeh 0.51 0.74 0.41 0.61 Travel Dist (mi) 128.2 57.4 0.9 186.5 Travel Time (hr) 7.5 7.1 0.1 14.6 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\ModiNnaB t ynchro\20( Hrvoje Drozdek Page 1 Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2006 AM + Project improved Default 20: Access 2 & Eagle Road Performance by approach Approach . .... WB NB_ SB All Total Delay (hr) 0.1 2.6 4.0 6.8 Delay / Veh (s) 7.6 5.4 7.2 6.4 Stop Delay (hr) 0.1 0.0 0.3 0.5 St DelNeh (s) 7.5 0.1 0.5 0.4 Total Stops 57 6 95 158 StopNeh 0.98 0.00 0.05 0.04 Travel Dist (mi) 3.0 197.2 237.8 438.1 Travel Time (hr) 0.3 6.9 9.7 16.9 22: Franklin Road & Access 1 Performance by approach Approach` -. ; EB �.VVB' NB Total Delay (hr) 0.6 0.7 0.1 1.5 Delay / Veh (s) 2.6 5.0 12.8 3.7 Stop Delay (hr) 0.0 0.0 0.1 0.1 St DeWeh (s) 0.1 0.1 11.7 0.3 Total Stops 0 15 24 39 StopNeh 0.00 0.03 1.00 0.03 Travel Dist (mi) 87.7 96.9 1.9 186.4 Travel Time (hr) 3.3 3.0 0.2 6.4 Total Network Performance Total Delay (hr) 104.2 Delay / Veh (s) 63.7 Stop Delay (hr) 65.8 St DelNeh (s) 40.2 Total Stops 6805 StopNeh 1.15 Travel Dist (mi) 4325.0 Travel Time (hr) 206.1 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M(Siciiln@Bi$t ynchro\20C Hrvoje Drozdek Page 2 Horrocks Engineers SimTraffic Performance Report Meridian Gateway Default 2006 PM + Project improved 7: Franklin Road & Eagle Road Performance by approach - Approach ". EB~ NB SB All Total Delay (hr) 25.9 18.4 19.2 35.0 98.5 Delay / Veh (s) 83.0 85.9 28.5 68.7 57.6 Stop Delay (hr) 22.5 16.5 13.5 26.0 78.5 St DelNeh (s) 72.1 77.2 20.0 51.1 45.9 Total Stops 1462 871 1256 2019 5608 StopNeh 1.30 1.13 0.52 1.10 0.91 Travel Dist (mi) 179.5 74.7 267.6 338.4 860.2 Travel Time (hr) 30.7 20.5 25.8 42.6 119.6 10: St. Lucas Dr. & Eagle Road Performance by approach A ': roach" - :::, . EB ' ..WB . NBSB Total Delay (hr) 4.1 8.0 14.0 8.6 34.7 Delay / Veh (s) 56.9 50.2 22.6 15.8 24.8 Stop Delay (hr) 3.9 7.1 9.6 5.4 26.0 St DelNeh (s) 54.5 44.8 15.5 9.8 18.6 Total Stops 278 597 1062 609 2546 StopNeh 1.07 1.05 0.48 0.31 0.51 Travel Dist (mi) 15.9 56.2 179.0 213.6 464.7 Travel Time (hr) 4.7 10.0 18.1 13.3 46.1 12: St. Lucas Dr. & Access 3 Performance by approach roach' EB' WB 86 All " Total Delay (hr) 0.1 0.1 0.3 0.5 Delay / Veh (s) 1.5 0.9 6.7 2.4 Stop Delay (hr) 0.0 0.0 0.3 0.4 St DelNeh (s) 0.5 0.4 5.6 1.7 Total Stops 11 0 183 194 StopNeh 0.06 0.00 0.99 0.25 Travel Dist (mi) 18.2 26.0 13.0 57.2 Travel Time (hr) 0.7 0.8 0.9 2.5 15: Franklin Road & Touchmark way Performance by approach -- ,.,.... roach EB WB NB SB All - a Total Delay (hr) 2.4 3.2 0.2 0.0 5.7 Delay / Veh (s) 10.4 14.6 6.1 0.1 12.1 Stop Delay (hr) 1.3 1.9 0.1 0.0 3.4 St DelNeh (s) 5.7 8.8 5.3 0.1 7.1 Total Stops 298 400 42 0 740 StopNeh 0.36 0.51 0.46 0.00 0.43 Travel Dist (mi) 151.2 77.2 4.9 0.1 233.4 Travel Time (hr) 6.0 4.9 0.4 0.0 11.3 0:\12006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M&ohNna0 pA ynchro\20 Page 1 Hrvoje Drozdek Horrocks Engineers Meridian Gateway SimTraffic Performance Report Default 2006 PM + Project improved 20: Access 2 & Eagle Road Performance by approach WR NB SB All Total Delay (hr) 6.6 5.0 3.1 15.0 Delay / Veh (s) 103.0 8.0 5.8 12.1 Stop Delay (hr) 6.8 0.1 0.1 6.9 St DelNeh (s) 103.5 0.1 0.1 5.6 Total Stops 240 36 3 279 StopNeh 1.01 0.02 0.00 0.06 Travel Dist (mi) 12.6 255.7 231.7 499.9 Travel Time (hr) 7.5 10.8 8.6 26.9 22: Franklin Road & Access 1 Performance by approach Alp `�roach EB �� WB :_,.. ' NB ,All Total Delay (hr) 0.7 1.0 0.1 1.9 Delay / Veh (s) 3.0 4.5 7.2 3.8 Stop Delay (hr) 0.0 0.0 0.1 0.2 St DelNeh (s) 0.1 0.2 6.4 0.4 Total Stops 1 15 71 87 StopNeh 0.00 0.02 1.00 0.05 Travel Dist (mi) 91.1 144.7 5.6 241.4 Travel Time (hr) 3.3 4.3 0.4 8.1 Total Network Performance Total Delay (hr) 169.1 Delay / Veh (s) 84.6 Stop Delay (hr) 116.5 St DelNeh (s) 58.3 Total Stops 9465 StopNeh 1.32 Travel Dist (mi) 5246.0 Travel Time (hr) 293.6 O:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M&diNr��t ynchro\2C Page 2 Hrvoje Drozdek Horrocks Engineers Meridian Gateway Pni 1 AM 7: Franklin Road & Eagle Road Performance by approach SimTraffic Performance Report Default ApproacF ~. `_ EB' Total Delay (hr) 13.8 7.2 12.4 18.2 51.6 Delay / Veh (s) 44.2 47.3 24.3 37.3 35.3 Stop Delay (hr) 11.5 6.0 8.0 11.7 37.2 St DelNeh (s) 37.0 39.3 15.7 23.9 25.4 Total Stops 978 368 725 1320 3391 StopNeh 0.87 0.67 0.39 0.75 0.64 Travel Dist (mi) 178.9 148.0 396.4 324.4 1047.6 Travel Time (hr) 18.7 10.9 21.2 25.4 76.2 10: St. Lucas Dr. & Eagle Road Performance by approach Approach .. EB WB NB .'SB All Total Delay (hr) 8.0 2.7 7.1 13.2 31.0 Delay / Veh (s) 401.5 92.6 11.7 21.3 24.4 Stop Delay (hr) 8.0 2.6 4.4 6.3 21.3 St DelNeh (s) 398.2 89.8 7.3 10.2 16.7 Total Stops 77 105 715 770 1667 StopNeh 1.07 1.01 0.33 0.34 0.36 Travel Dist (mi) 4.3 8.4 174.1 483.8 670.7 Travel Time (hr) 8.2 3.0 11.2 24.4 46.7 15: Franklin Road & Performance by approach A... roach`° EB _ W B :NB All Total Delay (hr) 5.6 2.6 0.0 8.2 Delay / Veh (s) 24.8 15.4 6.9 20.7 Stop Delay (hr) 3.4 1.7 0.0 5.2 St DelNeh (s) 15.2 10.4 6.3 13.1 Total Stops 552 337 12 901 StopNeh 0.68 0.56 0.75 0.63 Travel Dist (mi) 226.3 59.5 0.8 286.7 Travel Time (hr) 11.2 4.0 0.1 15.3 Total Network Performance Total Delay (hr) 103.9 Delay / Veh (s) 61.8 Stop Delay (hr) 68.8 St DelNeh (s) 40.9 Total Stops 5995 StopNeh 0•99 Travel Dist (mi) 4426.9 Travel Time (hr) 206.5 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MSidilnaBiEt Oynchro\20 Hrvoje Drozdek Page 1 Horrocks Engineers Meridian Gateway 2011 PM 7: Franklin Road & Eagle Road Performance by approach SimTraffic Performance Report Default Approach -EB... WB NB_. SB >All Total Delay (hr) 19.3 24.2 21.2 41.5 106.1 Delay / Veh (s) 59.5 104.8 33.1 86.4 63.4 Stop Delay (hr) 16.7 20.9 11.8 30.2 79.6 St DelNeh (s) 51.5 90.9 18.5 62.9 47.5 Total Stops 1227 1054 1275 2636 6192 StopNeh 1.05 1.27 0.55 1.53 1.03 Travel Dist (mi) 186.7 231.0 505.8 319.5 1243.0 Travel Time (hr) 24.3 29.8 32.6 48.5 135.2 10: St. Lucas Dr. & Eagle Road Performance by approach Approach EB WB Ng gg `AI... . Total Delay (hr) 4.5 18.6 6.6 8.7 38.4 Delay / Veh (s) 61.4 881.4 10.1 15.6 29.4 Stop Delay (hr) 4.3 18.5 3.2 3.4 29.4 St DelNeh (s) 58.6 875.7 4.8 6.2 22.5 Total Stops 285 107 673 539 1604 StopNeh 1.08 1.41 0.28 0.27 0.34 Travel Dist (mi) 15.8 5.9 189.7 443.4 654.8 Travel Time (hr) 5.1 18.8 10.8 18.8 53.6 15: Franklin Road & Performance by approach Approach EB `WB NB SIB All Total Delay (hr) 2.4 3.1 0.2 0.0 5.7 Delay / Veh (s) 11.0 13.7 6.8 3.4 12.1 Stop Delay (hr) 0.9 1.8 0.2 0.0 2.9 St DelNeh (s) 4.3 7.7 6.0 2.7 6.1 Total Stops 213 424 63 1 701 StopNeh 0.28 0.52 0.64 1.00 0.41 Travel Dist (mi) 214.1 80.9 5.2 0.1 300.3 Travel Time (hr) 7.6 5.0 0.4 0.0 13.0 Total Network Performance Total Delay (hr) 341.7 Delay / Veh (s) 188.8 Stop Delay (hr) 292.1 St DeWeh (s) 161.4 Total Stops 8746 StopNeh 1.34 Travel Dist (mi) 4942.6 Travel Time (hr) 456.1 ON2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M&dilnaGi$t Bynchro\201 Hrvoje Drozdek Page 1 Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2011 AM + Project improved Default 7• Franklin Road & Eagle Road Performance by approach Approach'; = EB> WB' NB SB All Total Delay (hr) 20.3 18.3 23.5 40.9 103.0 Delay / Veh (s) 64.8 111.4 47.6 69.7 66.1 Stop Delay (hr) 17.2 17.0 20.7 27.6 82.5 St DelNeh (s) 55.0 103.9 41.9 47.0 52.9 Total Stops 1304 687 1019 2561 5571 StopNeh 1.16 1.16 0.57 1.21 0.99 Travel Dist (mi) 180.6 57.1 196.7 389.8 824.3 Travel Time (hr) 25.3 19.9 28.2 49.5 122.8 10: St Lucas Dr. & Eagle Road Performance by approach Approach' EB' . WB ` NB - : SB All - =i Total Delay (hr) 1.4 3.0 15.2 13.3 32.9 Delay / Veh (s) 50.5 64.2 25.3 20.6 24.9 Stop Delay (hr) 1.3 2.8 11.4 7.6 23.1 St DeNeh (s) 47.8 59.8 18.9 11.8 17.5 Total Stops 89 174 1179 1044 2486 StopNeh 0.89 1.04 0.54 0.45 0.52 Travel Dist (mi) 6.0 16.5 171.4 253.1 447.0 Travel Time (hr) 1.6 3.6 19.3 19.0 43.5 12: St Lucas Dr. & Access 3 Performance by approach Approach EB : W B- SB All Total Delay (hr) 0.1 0.0 0.0 0.2 Delay/ Veh (s) 1.1 0.3 3.5 1.1 Stop Delay (hr) 0.0 0.0 0.0 0.1 St DelNeh (s) 0.2 0.2 2.9 0.4 Total Stops 4 0 42 46 StopNeh 0.01 0.00 1.00 0.08 Travel Dist (mi) 42.0 8.6 2.9 53.5 Travel Time (hr) 1.6 0.2 0.2 2.0 15: Franklin Road & Touchmark way Performance by approach Total Delay (hr) 7.6 6.1 0.1 13.9 Delay / Veh (s) 34.5 32.2 14.2 33.2 Stop Delay (hr) 6.2 4.9 0.1 11.2 St DelNeh (s) 27.8 25.9 13.7 26.8 Total Stops 399 454 7 860 StopNeh 0.50 0.66 0.37 0.57 Travel Dist (mi) 143.5 68.1 0.9 212.5 Travel Time (hr) 11.0 7.7 0.1 18.9 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MdRiahNnaUk EWpoynchro\201 Hrvoje Drozdek Page 1 Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2011 AM + Project improved Default 20: Access 2 & Eagle Road Performance by approach Approach` :.- VVB" NB' SB All Total Delay (hr) 0.1 2.8 4.5 7.5 Delay / Veh (s) 10.6 5.5 7.0 6.3 Stop Delay (hr) 0.1 0.0 0.1 0.2 St Del/Veh (s) 10.6 0.1 0.1 0.2 Total Stops 36 8 0 44 StopNeh 1.00 0.00 0.00 0.01 Travel Dist (mi) 1.9 212.7 276.2 490.9 Travel Time (hr) 0.2 7.5 11.1 18.8 22: Franklin ,Road & Access 1 Performance by approach Approach EB WB' NB 'All ' =, Total Delay (hr) 0.7 0.9 0.1 1.7 Delay / Veh (s) 2.8 5.0 11.0 3.8 Stop Delay (hr) 0.0 0.1 0.1 0.2 St DeNeh (s) 0.1 0.4 10.4 0.4 Total Stops 3 23 22 48 StopNeh 0.00 0.04 0.96 0.03 Travel Dist (mi) 92.5 114.4 1.7 208.7 Travel Time (hr) 3.5 3.5 0.1 7.2 Total Network Performance Total Delay (hr) 176.1 Delay / Veh (s) 98.3 Stop Delay (hr) 121.0 St Del/Veh (s) 67.6 Total Stops 9570 StopNeh 1.48 Travel Dist (mi) 4762.5 Travel Time (hr) 288.5 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\M&oilraGic# gynchro\201 Hrvoje Drozdek Page 2 Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2011 PM + Project improved Default 7• Franklin Road & Eagle Road Performance by approach Approach` ' EB V11B ,r,. N6 SB `'¢` All Total Delay (hr) 32.9 28.3 25.8 32.8 119.8 Delay / Veh (s) 99.2 118.9 35.6 66.2 66.9 Stop Delay (hr) 29.3 25.8 17.8 24.4 97.2 St DelNeh (s) 88.3 108.4 24.6 49.2 54.3 Total Stops 1546 1138 1481 1781 5946 StopNeh 1.29 1.33 0.57 1.00 0.92 Travel Dist (mi) 191.6 82.4 288.2 330.5 892.6 Travel Time (hr) 38.1 30.6 32.7 40.2 141.7 10- St Lucas Dr. & Eagle Road Performance by approach Approach.: EB WB, NB Total Delay (hr) 7.4 12.0 14.9 7.4 41.6 Delay/ Veh (s) 92.6 71.3 21.5 13.4 27.9 Stop Delay (hr) 7.1 10.8 9.1 4.8 31.8 St DeWeh (s) 89.2 64.5 13.1 8.8 21.3 Total Stops 364 762 1193 493 2812 StopNeh 1.27 1.26 0.48 0.25 0.52 Travel Dist (mi) 17.5 58.9 200.7 215.7 492.8 Travel Time (hr) 8.1 14.1 19.4 12.1 53.6 12• St Lucas Dr. & Access 3 Performance by approach Approach EB WB SB All1. - s Total Delay (hr) 0.1 0.1 0.4 0.6 Delay / Veh (s) 1.5 1.1 7.9 2.6 Stop Delay (hr) 0.0 0.1 0.3 0.4 St DelNeh (s) 0.6 0.4 7.0 1.9 Total Stops 10 3 170 183 StopNeh 0.05 0.01 1.00 0.23 Travel Dist (mi) 19.1 28.8 11.9 59.9 Travel Time (hr) 0.7 0.9 0.9 2.6 15: Franklin Road & Touchmark way Performance by approach Qproact` EB WB NB S6 All Total Delay (hr) 6.7 4.9 0.2 0.0 11.7 Delay / Veh (s) 30.0 19.9 5.5 0.1 23.5 Stop Delay (hr) 5.0 3.1 0.2 0.0 8.3 St DeWeh (s) 22.2 12.9 4.9 0.1 16.6 Total Stops 549 536 46 0 1131 StopNeh 0.68 0.61 0.40 0.00 0.63 Travel Dist (mi) 145.1 86.9 6.2 0.1 238.3 Travel Time (hr) 10.1 6.9 0.4 0.0 17.4 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MSidilnaoi to ynchro\201 Hrvoje Drozdek Page 1 Horrocks Engineers Meridian Gateway SimTraffic Performance Report 2011 PM + Project improved Default 20: Access 2 & Eagle Road Performance by approach Approach . =WB '' NS -._ ,.8B Allr fi 2T. Total Delay (hr) 50.7 8.7 2.8 62.2 Delay / Veh (s) 1216.8 12.2 5.1 47.8 Stop Delay (hr) 50.8 0.6 0.1 51.5 St DeWeh (s) 1218.8 0.9 0.1 39.6 Total Stops 157 307 2 466 StopNeh 1.05 0.12 0.00 0.10 Travel Dist (mi) 8.0 288.0 232.7 528.7 Travel Time (hr) 51.1 15.1 8.4 74.6 22: Franklin Road & Access 1 Performance by approach iApp oach EBB, VVB ` ' < NB All - r 3 Total Delay (hr) 0.8 2.0 0.2 2.9 Delay / Veh" (s) 3.3 8.0 12.6 5.9 Stop Delay (hr) 0.0 0.3 0.2 0.5 St;NINO (s) 0.1 1.2 12.1 1.0 Total Stops 0 98 56 154 StopNeh 0.00 0.11 1.00 0.09 Travel Dist (mi) 86.9 161.9 4.3 253.1 Travel Time (hr). 3.2 5.7 0.4 9.4 Total Network Performance EETotal Delay (hr) 255.4 Delay / Veh (s) 121.8 Stop Delay (hr) 191.8 St Del/Welh (s) 91.5 Total Stops 10904 StopNeh 1.44 Travel Dist (mi) 5535.3 Travel Time (hr) 386.8 0:\!2006\0601-070 Ron M TIS TMP and Small Projects\07006G2 - Christian Gardner Projects\MCidiTr>a@etynchro\20- Hrvoje Drozdek Page 2 Horrocks Engineers