Transit City Etobicoke - Finch West LRT

Size: px
Start display at page:

Download "Transit City Etobicoke - Finch West LRT"

Transcription

1 Delcan Corporation Transit City Etobicoke - Finch West LRT APPENDIX D Microsimulation Traffic Modeling Report March 2010 March 2010 Appendix D

2 CONTENTS 1.0 STUDY CONTEXT... 2 Figure 1 Study Limits MODEL INPUTS AND ASSUMPTIONS... 2 Figure 2 HWY 400/Finch Interchange Demand s MODEL VALIDATION... 3 Figure 3: Observed s vs Simulated s Existing Scenario RESULTS AND DISCUSSION Finch Avenue (E-W) Performance... 4 Figure 4a: Vehicular Traffic Performance Along Finch Avenue Intersection Performance... 5 Figure 5: Existing Year Intersection LOS HWY 400 Ramp Terminal Performance... 5 Figure 7: Model Results HWY 400 NB and SB off ramps FINDINGS/CONCLUSIONS... 6 Appendix A - Demand Input... 7 Figure A-1 Existing Demand (AM Peak Hour)... 7 Figure A-2: Future Scenario Demand (AM Peak Hour)... 9 Appendix B - Future Year Network Changes: Appendix C - Scenario Comparison Results Figure C-1 Scenario A Existing Section s as a Percentage of Travel Time Figure C-2 Scenario B Section s as a Percentage of Travel Time Figure C-3 Scenario C Section s as a Percentage of Travel Times Figure C-4: Intersection Model Output Statistics March 2010 Page 1

3 1.0 STUDY CONTEXT This study has been performed as an enhancement to the traffic assessment component of the Finch LRT EA in order to address issues in the critical section of the LRT alignment in the vicinity of the Highway 400 interchange. Specifically, a proposed geometric configuration and priority schemes are being considered for the proposed LRT alignment and operation, which need to be addressed in detail with regard to their impact on vehicular traffic along the arterial corridor as well as at the Highway 400 ramp terminals. This work builds upon and takes advantage of SYNCHRO and SimTraffic analysis, which has been conducted in order to identify a probable minimum required cross section [3 lanes of general traffic in each direction]. Figure 2 HWY 400/Finch Interchange Demand s A detailed micro-simulation model for the nine major intersections on the Finch Avenue West section from Driftwood Avenue to Jayzel Drive has been constructed using the Aimsun micro-simulation software platform. The north-south network limits were extended enough to capture any potential queue propagation on the N-S streets and onto the Hwy 400 mainline. Since the primary peak period of concern to the MTO is the A.M., the modelling effort and analysis were focused upon the A.M. peak hour. Figure 1 Study Limits A closed traffic system was modeled based on the balanced counts with no diversion allowance and no dynamic route choice considerations. 2.0 MODEL INPUTS AND ASSUMPTIONS Demand: The base year demand for this exercise was determined from turning movement traffic counts performed during 2005 to The counts were balanced based on an average of the difference between intersections. The demand volumes used for the HWY 400/Finch interchange are shown in Figure 2. For the future year scenarios, it was assumed that there will not be any vehicular traffic demand growth according to the overall Transit City program assumption that the implementation of an LRT line is expected to result in the reduction of auto traffic in the study limits. Three modes of transportation were considered in the analysis. For the base year; autos, trucks and buses (TTC and other buses) were modeled, while for the future year: autos, trucks, LRT and other buses were modeled. It was assumed for the future year analysis that there would be no need for curbside bus stops and bus bays since the transit ridership will be diverted to the LRT. The LRT was modeled using an average headway of 3 minutes during rush hour and an average dwell time of 15 seconds for each stop. March 2010 Page 2

4 Traffic demand volumes for each turning movement (existing and future scenarios) can be found in Appendix A. Signal Timings: The traffic signals for the base scenario were modeled according to the phase actuation and timing settings obtained from the City of Toronto. The minimum pedestrian timings for each phase were respected. For the future year analysis with the LRT in place, signal timings were modified to accommodate the various network changes that were required. There were no permissive left turns in the E-W direction implemented for the future scenario. Additionally, some E- W left turns were eliminated due to the implementation of the LRT right-of-way (ROW), and it was assumed that this demand will be diverted as U-turns to the next downstream intersection that permitted turning. This increased demand for protected left/u-turns meant that these phases needed more green time. The left turns originating from N-S side streets onto Finch eastbound (EB) and westbound (WB) were allowed permissive left-turns. Protected left turns were implemented if the demand was not serviced adequately by the permissive movement. No signal priority strategies were considered for transit in the base year and future year analysis. Network: Details of the network changes made for the future scenario can be found in Appendix B. The changes were made with the intent to preserve existing roadway capacity after the addition of the LRT where possible. However, a cross-section reduction from 3 lanes to 2 lanes per direction between Weston and Signet/Arrow Roads was necessary to accommodate the LRT ROW through the constraint of the CP rail overpass bridge. Other significant changes were the elimination of the right turn channelization at the HWY 400 northbound (NB) and southbound (SB) off-ramps. These movements were routed through the signal at the ramp terminals. The removal of the channelization was necessary due to space limitations in accommodating both the merging lanes and the LRT ROW. Another advantage of routing the ramp terminal right turns through the signals is that it allows more time and distance for drivers to merge into the turning lane if they desire to make a left turn onto Arrow Road or Norfinch Drive. 3.0 MODEL VALIDATION As part of the model validation exercise, field observations/estimations were performed to determine queues for main intersections within the study limits. These observations were performed during the modelled A.M. peak hour (7:30 to 8:30) and the maximum queues were estimated using adjacent hydro poles as a guide for distance. Hence the observed queue numbers should be treated as approximate and are probably accurate to within +/- 10m. Also it should be noted that the queue observations were performed for two separate weekdays and the maximum range of difference for the same location was approximately 40m. In Figure 3 below the estimated queue values are compared to the modelled queues; the maximum difference is 33 meters (approximately 4 car lengths) which is less than the maximum range of difference obtained in the limited observed data set. Another exercise performed as part of the model validation process was the estimation of travel time from Jayzel Drive to Driftwood Avenue for both directions along Finch Avenue. This estimate was obtained by driving the length of the study limits a total of 3 times each direction during the A.M. peak over two different week days. Hence a total of 12 measurements of travel time were made for both directions. The average travel time measured for the eastbound (EB) direction was 6.2 minutes while the average for the westbound (WB) direction was 6.7 minutes and the maximum range of difference between the measurements was 1.1 minutes for the EB and 1.4 minutes for the WB direction. The average measured travel times compare closely with the existing conditions simulation model output of 6.3 minutes for EB and 6.4 minutes for WB travel time. The relatively close comparison of the existing scenario model outputs of queues and travel times with observed field data suggested that the simulation model has been reasonably validated and can be reliably used for modelling future year scenarios. Intersection Figure 3: Observed s vs Simulated s Existing Scenario Direction Average Observed Simulation Difference Jane & Finch SB NB WB EB Finch & Norfinch SB NB WB EB HWY 400 NB Off Ramp NB WB EB HWY 400 SB Off Ramp SB WB EB Finch & Signet/Arrow SB NB WB EB Finch & Weston SB NB WB EB March 2010 Page 3

5 4.0 RESULTS AND DISCUSSION For the future scenario a number of signal timing combinations were analyzed with the objective being to: - prevent queue spill back to the bull nose on the HWY 400 off-ramps - minimize delays in the E-W direction along Finch Avenue - give due consideration to servicing the N-S crossing traffic (vehicular and pedestrian) The signal timing combinations were aimed at adjusting/optimizing signal settings to meet the above objectives and included: - using existing cycle length (110s) with modified splits - using a uniform cycle length of 120s across all intersections with modified splits - using a variety of different cycle lengths across the study area with and without an attempt at coordination Signal coordination did not prove to be an effective strategy in this context given the level of congestion in the E-W direction. The cycle lengths of 110s and 120s resulted in excessive queue spillback for the HWY 400 ramp terminals that extended beyond the upstream bull-nose with the mainline. This was an unfavourable result and did not meet a critical performance criterion for the project. Much lower queues on the ramps were obtained using different cycle lengths across the study area. The results for the following three scenarios are presented below: A- existing year without LRT implementation B- future with LRT with signals using existing cycle lengths (110s) and modified splits C- future with LRT with varying cycle lengths and optimized splits (HWY 400 ramp terminals - 70s; Jayzel Dr. & Driftwood - 120s; all other intersections - 140s). Scenario C was developed through an iterative process based on a number of trials with different combinations of cycle lengths and splits and yielded the best results for performance along Finch Avenue and the HWY 400 off-ramps. 4.1 Finch Avenue (E-W) Performance The results of the simulation show an increase in travel times for both directions along Finch Avenue (from Jayzel Drive to Driftwood Avenue) for the future year scenarios with the LRT. However, for scenario C shown in Figure 4a below there is an improvement (relative to scenario B) in the travel time with longer cycle lengths (140s) and half cycle at the ramp terminals. Figure 4a: Vehicular Traffic Performance Along Finch Avenue Finch WB A B C Travel Time (min:sec) 6:25 19:01 13:37 Speed (km/h) Avg. No. Stops * Finch EB A B C Travel Time (min:sec) 6:23 14:10 10:58 Speed (km/h) Avg. No. Stops* *i.e. how many times a vehicle stops while travelling through the study area. The LRT performance displayed in Figure 4b below indicates that there is an improvement in performance when compared to existing TTC buses along the study section, even though the LRT travel times are higher than existing auto travel times. This confirms the expected operating advantage of the LRT over adjacent street traffic. A - Existing conditions Figure 4b: LRT Travel Performance Along Finch LRT WB A* B C Travel Time (min:sec) 11:21 9:10 8:36 Speed (km/h) No. Stops (#) LRT EB A * B C Travel Time (min:sec) 13:09 8:15 8:57 Speed (km/h) No. Stops (#) * Estimated existing TTC bus performance B - Future (with LRT) existing cycle length (110s) & modified splits C - Future (with LRT) 140s cycle length (with 70s cycle at HWY 400 ramp terminals) These results can be explained by a number of contributing factors that have affected capacity to varying extents: the lane constriction at the CPR structure (changed from 3 lanes to 2 lanes in both directions for the future scenario) is a key contributor to congestion build-up, given its location east of Weston Road where significant traffic demand exists in the AM peak hour, particularly in the WB direction (refer to Figure A-2 in Appendix A). A demand of 2008 vehicles is expected to traverse this WB section during the future AM peak hour, which imposes excessive demand for a two-lane roadway controlled by signals in the immediate downstream (i.e. at Weston Road). Notably the situation changes West of Weston Road, where a demand of 1688 vehicles is more suitable for the two lane road-way. the absence of E-W permissive left turn phases and the new demand for u-turns at intersections result in the need for longer protected green phases to serve this turn demand, which takes away from green time that could otherwise be used to service through traffic. the elimination of the right turn channelization at the HWY 400 off-ramps has addressed to a large extent the merging/weaving problems along Finch Avenue between the Ramp Terminal and Signet Road, but resulted in higher traffic demand through the ramp terminal signals. The short cycle lengths (70s) at the ramps were implemented to allow for frequent discharge of ramp traffic onto Finch and so prevent queue spillbacks from reaching the bull-nose. Also, because of the higher demand through the ramp signals (compared to the existing year scenario) increased capacity was provided via the implementation of double right turn lanes through the signals. However, this physical lane addition alone did not provide adequate capacity and additional green time was required to clear the ramps and prevent queue spillback to the bull nose. This meant that green time allowed for the E-W direction along Finch Avenue had to be reduced to accommodate the ramp, this contributed to congestion related delays in the E-W direction compared to the base year. Also the additional green time required to off-load the ramps meant that the E-W direction capacity through the ramp terminals has been reduced. The notably longer travel time for WB traffic along Finch is related to the higher demand in this direction during the A.M. peak. March 2010 Page 4

6 4.2 Intersection Performance The critical intersection level of service (LOS) for the existing year scenario is D as shown in Figure 5. Three of the main intersections along Finch Avenue operate at LOS D (i.e. Weston, Signet/Arrow & Norfinch/Oakdale). For the future scenario C, the critical intersection LOS is E, which occurs at Weston, Signet/Arrow, HWY 400 NB off-ramp, Norfinch/Oakdale, and Jane. The detailed results for volumes, delays and queues for each intersection movement can be found in Appendix C. Figure 5: Existing Year Intersection LOS intersections will result in significant improvement to the overall network performance besides improvement to the local intersection performance. Storage length requirements are highly dependent on the overall physical configuration and signal timing settings of a signalized intersection and are therefore subject to further changes at the design stage when mitigation measures will be finalized. 4.3 HWY 400 Ramp Terminal Performance For the future scenario, when maintaining existing cycle lengths (110s) and optimized splits, the queue spillback on the HWY 400 NB and SB off-ramps were extending beyond the upstream bull-nose with the main line. However a 70s cycle length for the ramps and 140s for most of the other intersections allowed for a more frequent discharge of the ramp traffic and thus eliminated the problem of queue spillback up to the bull-nose. Figure 7: Model Results HWY 400 NB and SB off ramps. HWY 400 NB OFF-RAMP Figure 6: Scenario C Intersection LOS FUTURE (WITH LRT) 70s Cycle length Eastbound THROUGH / / / Westbound THROUGH / / / LEFT / / / *** RIGHT 432* / / * Free right turn (channelized) *** exceeds storage length HWY 400 SB OFF-RAMP While storage lengths were adjusted during the iterative analysis process, there are still 4 locations along Finch Avenue (EB & WB) in the study area where the left-turn demand exceeds the storage length of the turning lane, this sometimes results in blockage of the through lane capacity during the future scenario peak hour. However, given the high congestion levels at other intersections where the storage lengths are adequate it is unlikely that increasing the storage length of the turning lanes at the affected The volume s reported above are not traffic demand numbers, rather they represent actual traffic flow through the specific intersection movement for the peak hour modelled. In all the E-W movement through the ramp terminals there is a smaller volume flow for the future scenarios compared to the existing scenario. This is indicative of traffic being caught in upstream congested conditions and is reflected in the increased queues and delays reported for future scenarios. FUTURE (WITH LRT) 70s Cycle length Eastbound THROUGH / / / Westbound THROUGH / / / Southbound LEFT / / / *** RIGHT 715* / / * Free right turn (channelized) *** exceeds storage length March 2010 Page 5

7 5.0 FINDINGS/CONCLUSIONS Under the scheme analyzed, the future implementation of the LRT exclusive right-of-way will result in significant deterioration of vehicular traffic conditions on Finch EB and WB between Jayzel Drive and Driftwood Avenue. No transit priority programs were implemented in this analysis. However, the LRT performance is expected to be better than existing TTC bus performance for the study section (refer to figure 4b.) The model results showed that WB traffic conditions are much worse than EB for future conditions (in the AM peak hour). For the PM peak, the EB direction could potentially be worse than the WB. However, an analysis of PM conditions was not part of the present scope of work. The lane constriction at the CPR structure (changed from 3 lanes to 2 lanes both directions for the future scenario) is a key contributor to congestion build-up given its location east of Weston Road where significant traffic demand exists in the AM peak hour particularly in the WB direction (refer to Figure A-2 in Appendix A). The elimination of the right turn channelization at the HWY 400 off-ramps has addressed to a large extent the merging/weaving problems along Finch Avenue between the Ramp Terminal and Signet Road, but resulted in higher traffic demand through the ramp terminal signals. The short cycle lengths (70s) at the ramps were implemented to allow for frequent discharge of ramp traffic onto Finch and so prevent queue spillbacks from reaching the bull-nose. Also, because of the higher demand through the ramp signals (compared to the existing year scenario) increased capacity was provided via the implementation of double right turn lanes through the signals. However, this physical lane addition alone did not provide adequate capacity and additional green time was required to clear the ramps and prevent queue spillback to the bull nose. This meant that green time allowed for the E-W direction along Finch Avenue had to be reduced to accommodate the ramp, this contributed to congestion related delays in the E-W direction compared to the base year. Also the additional green time required to off-load the ramps meant that the E-W direction capacity through the ramp terminals has been reduced. Queuing on HWY 400 off-ramps does not spillback on to the mainline for the scheme implemented in Scenario C. During the study it was observed that the queues on the ramps were very sensitive to changes in the cycle lengths and green times allowed for ramp traffic offloading. Hence it is recommended that the ramp performance be considered again under any further traffic management options that may be considered for the study area (e.g. signal priority schemes). Increased cycle lengths are necessary at most intersections to accommodate protected movement of increased LT/UT traffic off of Finch Avenue. Shorter cycle lengths at ramp terminals are necessary to prevent queue spill back onto the Hwy 400 mainline. While storage lengths were adjusted during the iterative analysis process, there are still 4 locations along Finch Avenue (EB & WB) in the study area where the left-turn demand exceeds the storage length of the turning lane, this sometimes results in blockage of the through lane capacity during the future scenario peak hour. However, given the high congestion levels at other intersections where the storage lengths are adequate it is unlikely that increasing the storage length of the turning lanes at the affected intersections will result in significant improvement to the overall network performance besides improvement to the local intersection performance. It should be noted that storage length requirements are highly dependent on the overall physical configuration and signal timing settings of a signalized intersection and are therefore subject to further changes at the design stage when mitigation measures will be finalized. Attempts at traffic signal coordination during the study proved to be ineffective, due to high congestion levels in the network. Implementation of transit priority schemes was excluded from the mandate for this study; however, it may improve LRT travel performance, although with potential further detrimental effects for vehicular traffic. Area traffic demand management (turn prohibitions, etc.) may be considered as an option to improve the performance of vehicular traffic along Finch Avenue. Further physical improvements may still be necessary (e.g., removal of CPR constriction) to provide an acceptable level of performance for all users of the study network (i.e. including LRT users, autos, commercial vehicles, bicycles, pedestrians, etc.). March 2010 Page 6

8 APPENDIX A - DEMAND INPUT Figure A-1 Existing Demand (AM Peak Hour) March 2010 Page 7

9 March 2010 Page 8

10 Figure A-2: Future Scenario Demand (AM Peak Hour) March 2010 Page 9

11 March 2010 Page 10

12 APPENDIX B - FUTURE YEAR NETWORK CHANGES: Jayzel & Finch: U-turn for EB and WB added to LT protected phase EB RT lane removed Weston & Finch: U-turn for EB and WB E-W through lanes reduced to 2 per direction from 3 for the existing scenario. Signet/Arrow & Finch: Double WBLT U-turn for EB and WB Hwy 400 SB off-ramp: Double SBRT through signal RT channelization removed Finch between Hwy 400 Ramps: RT Tapers to on-ramps removed Hwy 400 NB off-ramp: Double NBRT through signal RT channelization removed Norfinch/Oakdale & Finch: U-turn for EB and WB Pelican & Finch: NBLT and WBLT removed York Gate/Elana & Finch: U-turn for EB and WB Jane & Finch: Bus bay at NW corner removed Far-side EB taper removed U-turn for EB and WB Finch & Driftwood: Removed bus bay / RT taper March 2010 Page 11

13 APPENDIX C - SCENARIO COMPARISON RESULTS Figure C-1 Scenario A Existing Section s as a Percentage of Travel Time Figure C-2 Scenario B Section s as a Percentage of Travel Time March 2010 Page 12

14 Figure C-3 Scenario C Section s as a Percentage of Travel Times WESTON Rd Figure C- 4: Eastbound Westbound Southbound FUTURE (WITH LRT) 140s Cycle length LEFT 79* 6/ ** 10/ ** 19/ THROUGH / / / RIGHT LEFT 195* 9/ ** 10/ ** 19/ *** THROUGH / / / RIGHT LEFT 109* 11/ / THROUGH / / / RIGHT LEFT 252* 11/ *** / *** THROUGH / / / RIGHT ** incl. U-turns ** incl. U-turns * Protected and Permitted Left Turn * Protected and Permitted Left Turn * Protected and Permitted Left Turn *** exceeds storage length *** exceeds storage length SIGNET/ARROW Intersection Model Output Statistics Eastbound Westbound JAYZEL Dr Figure C-4: Intersection Model Output Statistics Length (80s) FUTURE (WITH LRT) 120s Cycle length LEFT n/a n/a n/a 29** 13/ ** 16/ THROUGH / / / RIGHT LEFT 39* ** 13/ ** 16/ THROUGH / / / RIGHT n/a n/a n/a n/a n/a n/a n/a n/a n/a LEFT 30 30/ / / THROUGH n/a n/a n/a n/a n/a n/a n/a n/a n/a RIGHT * Permitted Left Turn (not protected) ** incl. U-turns ** incl. U-turns Eastbound Westbound Southbound FUTURE (WITH LRT) 140s Cycle length LEFT 28* 6/ ** 10/ ** 6/ THROUGH / / / RIGHT LEFT 303* 12/ ** 10/ ** 17/ THROUGH / / / RIGHT LEFT / /110 THROUGH / / RIGHT LEFT 172* 13/ / / THROUGH / / / RIGHT * Protected and Permitted Left Turn ** incl. U-turns ** incl. U-turns HWY 400 SB OFF-RAMP FUTURE (WITH LRT) 70s Cycle length Eastbound THROUGH / / / Westbound THROUGH / / / Southbound LEFT / / / *** RIGHT 715* / / * Free right turn (channelized) *** exceeds storage length March 2010 Page 13

15 Figure C-4: Intersection Model Output Statistics cont d HWY 400 NB OFF-RAMP FUTURE (WITH LRT) 70s Cycle length Eastbound THROUGH / / / Westbound THROUGH / / / LEFT / / / *** RIGHT 432* / / * Free right turn (channelized) *** exceeds storage length Eastbound Westbound Southbound Eastbound Westbound Southbond NORFINCH/OAKDALE FUTURE (WITH LRT) 140s Cycle length LEFT 192* 11/ *** 152** 12/ *** 199** 30/ *** THROUGH / / / RIGHT LEFT 177* 11/ *** 78** 12/ *** 234** 30/ *** THROUGH / / / RIGHT LEFT 177* 6/ * 10/ * 10/ THROUGH / / / RIGHT LEFT 108* 6/ * 10/ * 10/ THROUGH / / / RIGHT ** incl. U-turns ** incl. U-turns * Protected and Permitted Left Turn * Protected and Permitted Left Turn * Protected and Permitted Left Turn *** exceeds storage length *** exceeds storage length *** exceeds storage length YORK GATE/ELANA FUTURE (WITH LRT) 140s Cycle length LEFT 195* 18/ *** 76** 20/ *** 169** 14/ *** THROUGH / / / RIGHT LEFT 6* 18/ ** 20/ ** 6/ THROUGH / / / RIGHT LEFT 38 30/ / / RIGHT LEFT 17 30/ / / RIGHT * Protected and Permitted Left Turn ** incl. U-turns ** incl. U-turns *** exceeds storage length *** exceeds storage length *** exceeds storage length Eastbound Westbound Southbound JANE FINCH Ave FUTURE (WITH LRT) 140s Cycle length LEFT 108* 6/ ** 12/ ** 17/ THROUGH / / / RIGHT LEFT 106* 6/ ** 12/ ** 17/ THROUGH / / / RIGHT LEFT 218* 11/ *** 152* 10/ *** 214* 12/ *** THROUGH / / / RIGHT LEFT 143* 7/ * 10/ * 12/ THROUGH / / / RIGHT * Permitted Left Turn ** incl. U-turns ** incl. U-turns *** exceeds storage length * Protected and Permitted Left Turn * Protected and Permitted Left Turn *** exceeds storage length *** exceeds storage length DRIFTWOOD FINCH Ave Eastbound Westbound Southbound FUTURE (WITH LRT) 120s Cycle length LEFT 13 6/ ** 12/ ** 7/ THROUGH / / / RIGHT LEFT 34 6/ ** 12/ ** 7/ THROUGH / / / RIGHT LEFT 88* 30/ * * 36/ THROUGH 44 30/ / / RIGHT LEFT 71* 30/ * * 36/ THROUGH 63 30/ / / RIGHT * Permitted Left Turn ** incl. U-turns ** incl. U-turns * Permitted Left Turn * Permitted Left Turn March 2010 Page 14

LAWRENCE TRANSIT CENTER LOCATION ANALYSIS 9 TH STREET & ROCKLEDGE ROAD / 21 ST STREET & IOWA STREET LAWRENCE, KANSAS

LAWRENCE TRANSIT CENTER LOCATION ANALYSIS 9 TH STREET & ROCKLEDGE ROAD / 21 ST STREET & IOWA STREET LAWRENCE, KANSAS LAWRENCE TRANSIT CENTER LOCATION ANALYSIS 9 TH STREET & ROCKLEDGE ROAD / 21 ST STREET & IOWA STREET LAWRENCE, KANSAS TRAFFIC IMPACT STUDY FEBRUARY 214 OA Project No. 213-542 TABLE OF CONTENTS 1. INTRODUCTION...

More information

Craig Scheffler, P.E., PTOE HNTB North Carolina, P.C. HNTB Project File: Subject

Craig Scheffler, P.E., PTOE HNTB North Carolina, P.C. HNTB Project File: Subject TECHNICAL MEMORANDUM To Kumar Neppalli Traffic Engineering Manager Town of Chapel Hill From Craig Scheffler, P.E., PTOE HNTB North Carolina, P.C. Cc HNTB Project File: 38435 Subject Obey Creek TIS 2022

More information

To: File From: Adrian Soo, P. Eng. Markham, ON File: Date: August 18, 2015

To: File From: Adrian Soo, P. Eng. Markham, ON File: Date: August 18, 2015 Memo To: From: Adrian Soo, P. Eng. Markham, ON : 165620021 Date: Reference: E.C. Row Expressway, Dominion Boulevard Interchange, Dougall Avenue Interchange, and Howard 1. Review of Interchange Geometry

More information

King County Metro. Columbia Street Transit Priority Improvements Alternative Analysis. Downtown Southend Transit Study. May 2014.

King County Metro. Columbia Street Transit Priority Improvements Alternative Analysis. Downtown Southend Transit Study. May 2014. King County Metro Columbia Street Transit Priority Improvements Alternative Analysis Downtown Southend Transit Study May 2014 Parametrix Table of Contents Introduction... 1 Methodology... 1 Study Area...

More information

APPENDIX C1 TRAFFIC ANALYSIS DESIGN YEAR TRAFFIC ANALYSIS

APPENDIX C1 TRAFFIC ANALYSIS DESIGN YEAR TRAFFIC ANALYSIS APPENDIX C1 TRAFFIC ANALYSIS DESIGN YEAR TRAFFIC ANALYSIS DESIGN YEAR TRAFFIC ANALYSIS February 2018 Highway & Bridge Project PIN 6754.12 Route 13 Connector Road Chemung County February 2018 Appendix

More information

PROJECT: Wilkinson Road Corridor Improvement Traffic Management Planning Project SUBJECT: Traffic Analysis

PROJECT: Wilkinson Road Corridor Improvement Traffic Management Planning Project SUBJECT: Traffic Analysis TECHNICAL MEMORANDUM DATE: September 10, 2014 PROJECT 5861.03 NO: PROJECT: Wilkinson Road Corridor Improvement Traffic Management Planning Project SUBJECT: Traffic Analysis TO: Steve Holroyd - District

More information

Proposed location of Camp Parkway Commerce Center. Vicinity map of Camp Parkway Commerce Center Southampton County, VA

Proposed location of Camp Parkway Commerce Center. Vicinity map of Camp Parkway Commerce Center Southampton County, VA Proposed location of Camp Parkway Commerce Center Vicinity map of Camp Parkway Commerce Center Southampton County, VA Camp Parkway Commerce Center is a proposed distribution and industrial center to be

More information

Appendix C-5: Proposed Refinements Rail Operations and Maintenance Facility (ROMF) Traffic Impact Analysis. Durham-Orange Light Rail Transit Project

Appendix C-5: Proposed Refinements Rail Operations and Maintenance Facility (ROMF) Traffic Impact Analysis. Durham-Orange Light Rail Transit Project Appendix C-5: Proposed Refinements Rail Operations and Maintenance Facility (ROMF) Traffic Impact Analysis Durham-Orange Light Rail Transit Project July 25, 218 ROMF Transportation Impact Analysis Version

More information

County State Aid Highway 30 (Diffley Road) and Dodd Road Intersection Study

County State Aid Highway 30 (Diffley Road) and Dodd Road Intersection Study County State Aid Highway 30 (Diffley Road) and Dodd Road Intersection Study City of Eagan, Dakota County, Minnesota Date: March 2012 Project No. 14957.000 444 Cedar Street, Suite 1500 Saint Paul, MN 55101

More information

MEMORANDUM. Figure 1. Roundabout Interchange under Alternative D

MEMORANDUM. Figure 1. Roundabout Interchange under Alternative D MEMORANDUM Date: To: Liz Diamond, Dokken Engineering From: Subject: Dave Stanek, Fehr & Peers Western Placerville Interchanges 2045 Analysis RS08-2639 Fehr & Peers has completed a transportation analysis

More information

V. DEVELOPMENT OF CONCEPTS

V. DEVELOPMENT OF CONCEPTS Martin Luther King, Jr. Drive Extension FINAL Feasibility Study Page 9 V. DEVELOPMENT OF CONCEPTS Throughout the study process several alternative alignments were developed and eliminated. Initial discussion

More information

Interstate Operations Study: Fargo-Moorhead Metropolitan Area Simulation Results

Interstate Operations Study: Fargo-Moorhead Metropolitan Area Simulation Results NDSU Dept #2880 PO Box 6050 Fargo, ND 58108-6050 Tel 701-231-8058 Fax 701-231-6265 www.ugpti.org www.atacenter.org Interstate Operations Study: Fargo-Moorhead Metropolitan Area 2025 Simulation Results

More information

Interstate Operations Study: Fargo-Moorhead Metropolitan Area Simulation Output

Interstate Operations Study: Fargo-Moorhead Metropolitan Area Simulation Output NDSU Dept #2880 PO Box 6050 Fargo, ND 58108-6050 Tel 701-231-8058 Fax 701-231-6265 www.ugpti.org www.atacenter.org Interstate Operations Study: Fargo-Moorhead Metropolitan Area 2015 Simulation Output Technical

More information

Downtown One Way Street Conversion Technical Feasibility Report

Downtown One Way Street Conversion Technical Feasibility Report Downtown One Way Street Conversion Technical Feasibility Report As part of the City s Transportation Master Plan, this report reviews the technical feasibility of the proposed conversion of the current

More information

Memorandum. 1 Short List Analysis Background. James Hinkamp and Tony Coe, City of Lafayette Steering Committee

Memorandum. 1 Short List Analysis Background. James Hinkamp and Tony Coe, City of Lafayette Steering Committee To Copies James Hinkamp and Tony Coe, City of Lafayette Steering Committee Date August 26, 2016 Reference number 243381 From Mike Iswalt, Vanessa Peers, Will Baumgardner File reference 4-05 Subject Lafayette

More information

Traffic Analysis for Bon Air Bridge Mitigation Magnolia Storm Water Quality Project

Traffic Analysis for Bon Air Bridge Mitigation Magnolia Storm Water Quality Project Memo To: Paul DiDonato, ATI Architects and Engineers From: David Parisi, PE and Ashley Tam, EIT Date: February 23, 216 Subject: Traffic Analysis for Bon Air Bridge Mitigation Magnolia Storm Water Quality

More information

TRAFFIC IMPACT STUDY DERRY GREEN CORPORATE BUSINESS PARK MILTON SECONDARY PLAN MODIFICATION

TRAFFIC IMPACT STUDY DERRY GREEN CORPORATE BUSINESS PARK MILTON SECONDARY PLAN MODIFICATION TRAFFIC IMPACT STUDY DERRY GREEN CORPORATE BUSINESS PARK MILTON SECONDARY PLAN MODIFICATION TRAFFIC IMPACT STUDY DERRY GREEN CORPORATE BUSINESS PARK MILTON SECONDARY PLAN MODIFICATION DECEMBER 24 UPDATED

More information

EXECUTIVE SUMMARY. The following is an outline of the traffic analysis performed by Hales Engineering for the traffic conditions of this project.

EXECUTIVE SUMMARY. The following is an outline of the traffic analysis performed by Hales Engineering for the traffic conditions of this project. EXECUTIVE SUMMARY This study addresses the traffic impacts associated with the proposed Shopko redevelopment located in Sugarhouse, Utah. The Shopko redevelopment project is located between 1300 East and

More information

APPENDIX E. Traffic Analysis Report

APPENDIX E. Traffic Analysis Report APPENDIX E Traffic Analysis Report THIS PAGE INTENTIONALLY BLANK EAGLE RIVER TRAFFIC MITIGATION PHASE I OLD GLENN HIGHWAY/EAGLE RIVER ROAD INTERSECTION IMPROVEMENTS TRAFFIC ANALYSIS Eagle River, Alaska

More information

AVERAGE DELAY PER VEHICLE EXISTING CONDITIONS AND NO BUILD ALTERNATIVE

AVERAGE DELAY PER VEHICLE EXISTING CONDITIONS AND NO BUILD ALTERNATIVE AVERAGE DELAY PER VEHICLE EXISTING CONDITIONS AND NO BUILD ALTERNATIVE EXISTING CONDITIONS (1) NO BUILD ALTERNATIVE () Compared to existing conditions Peak Hour/Train Scenario No Train 1 With Train No

More information

Traffic Engineering Study

Traffic Engineering Study Traffic Engineering Study Bellaire Boulevard Prepared For: International Management District Technical Services, Inc. Texas Registered Engineering Firm F-3580 November 2009 Executive Summary has been requested

More information

Appendix B: Traffic Reports

Appendix B: Traffic Reports Appendix B: Traffic Reports 407 TRANSITWAY - KENNEDY ROAD TO BROCK ROAD MINISTRY OF TRANSPORTATION - CENTRAL REGION Report Markham Road Station Traffic Study Prepared for Ministry of Transportation, Ontario

More information

INTERSECTION ANALYSIS PARK AVENUE AND BRADDOCK ROAD (FROSTBURG, MD) FOR LENHART TRAFFIC CONSULTING, INC.

INTERSECTION ANALYSIS PARK AVENUE AND BRADDOCK ROAD (FROSTBURG, MD) FOR LENHART TRAFFIC CONSULTING, INC. INTERSECTION ANALYSIS FOR PARK AVENUE AND BRADDOCK ROAD (FROSTBURG, MD) Prepared for: City of Frostburg, Maryland & Allegany County Commissioners Prepared by: LENHART TRAFFIC CONSULTING, INC. TRAFFIC ENGINEERING

More information

MERIVALE PRIORITY SQUARE 2852 MERIVALE ROAD CITY OF OTTAWA TRANSPORTATION BRIEF. Prepared for: ONT Inc. 25 Winding Way Nepean, Ontario K2C 3H1

MERIVALE PRIORITY SQUARE 2852 MERIVALE ROAD CITY OF OTTAWA TRANSPORTATION BRIEF. Prepared for: ONT Inc. 25 Winding Way Nepean, Ontario K2C 3H1 MERIVALE PRIORITY SQUARE 2852 MERIVALE ROAD CITY OF OTTAWA TRANSPORTATION BRIEF Prepared for: 2190986ONT Inc. 25 Winding Way Nepean, Ontario K2C 3H1 October 6, 2010 110-502 Report_1.doc D. J. Halpenny

More information

TRAFFIC IMPACT ANALYSIS

TRAFFIC IMPACT ANALYSIS TRAFFIC IMPACT ANALYSIS Emerald Isle Commercial Development Prepared by SEPI Engineering & Construction Prepared for Ark Consulting Group, PLLC March 2016 I. Executive Summary A. Site Location The Emerald

More information

TIMBERVINE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JANUARY Prepared for:

TIMBERVINE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JANUARY Prepared for: TIMBERVINE TRANSPORTATION IMPACT STUDY FORT COLLINS, COLORADO JANUARY 2014 Prepared for: Hartford Companies 1218 W. Ash Street Suite A Windsor, Co 80550 Prepared by: DELICH ASSOCIATES 2272 Glen Haven Drive

More information

IMPROVEMENT CONCEPTS

IMPROVEMENT CONCEPTS IMPROVEMENT CONCEPTS for the South Novato Transit Hub Study Prepared by: January 11, 2010 DKS Associates With Wilbur Smith Associates IMPROVEMENT CONCEPTS Chapter 1: Introduction 1. INTRODUCTION The strategic

More information

MEMO. McCORMICK RANKIN CORPORATION. File FROM: Keyur Shah DATE: February 1, 2010 COPIES: OUR FILE: SUBJECT: TO:

MEMO. McCORMICK RANKIN CORPORATION. File FROM: Keyur Shah DATE: February 1, 2010 COPIES: OUR FILE: SUBJECT: TO: McCORMICK RANKIN CORPORATION 2655 North Sheridan Way Mississauga, Ontario, L5K 2P8 Tel: (905)823-8500 Fax: (905) 823-8503 E-mail: mrc@mrc.ca Website: www.mrc.ca MEMO TO: File FROM: Keyur Shah DATE: February

More information

APPENDIX C ROADWAY BEFORE-AND-AFTER STUDY

APPENDIX C ROADWAY BEFORE-AND-AFTER STUDY APPENDIX C ROADWAY BEFORE-AND-AFTER STUDY The benefits to pedestrians and bus patrons are numerous when a bus bay is replaced with a bus bulb. Buses should operate more efficiently at the stop when not

More information

TRAFFIC DATA. Existing Derousse Ave./River Rd. AM LOS Analysis Existing Derousse Ave./River Rd. PM LOS Analysis

TRAFFIC DATA. Existing Derousse Ave./River Rd. AM LOS Analysis Existing Derousse Ave./River Rd. PM LOS Analysis Appendix E NJ TRANSIT Pennsauken Junction Transit Center and Park & Ride RiverLINE and Atlantic City Line Pennsauken Township, Camden County, New Jersey TRAFFIC DATA Background Traffic Information for

More information

BERKELEY DOWNTOWN AREA PLAN PROGRAM ENVIRONMENTAL IMPACT REPORT TRAFFIC IMPACT ANALYSIS

BERKELEY DOWNTOWN AREA PLAN PROGRAM ENVIRONMENTAL IMPACT REPORT TRAFFIC IMPACT ANALYSIS BERKELEY DOWNTOWN AREA PLAN PROGRAM ENVIRONMENTAL IMPACT REPORT TRAFFIC IMPACT ANALYSIS Prepared for: City of Berkeley Prepared by: REVISED JANUARY 9, 2009 Berkeley Downtown Area Plan Program EIR Traffic

More information

Trafalgar Road & Lower Base Line Transportation Study Ontario Inc.

Trafalgar Road & Lower Base Line Transportation Study Ontario Inc. Trafalgar Road & Lower Base Line Transportation Study 1255723 Ontario Inc. Trafalgar Road & Lower Base Line Transportation Study 1255723 Ontario Inc. 1465 Pickering Parkway Suite 200 Pickering ON L1V 7G7

More information

Lacey Gateway Residential Phase 1

Lacey Gateway Residential Phase 1 Lacey Gateway Residential Phase Transportation Impact Study April 23, 203 Prepared for: Gateway 850 LLC 5 Lake Bellevue Drive Suite 02 Bellevue, WA 98005 Prepared by: TENW Transportation Engineering West

More information

BARRHAVEN FELLOWSHIP CRC 3058 JOCKVALE ROAD OTTAWA, ONTARIO TRANSPORTATION BRIEF. Prepared for:

BARRHAVEN FELLOWSHIP CRC 3058 JOCKVALE ROAD OTTAWA, ONTARIO TRANSPORTATION BRIEF. Prepared for: BARRHAVEN FELLOWSHIP CRC 3058 JOCKVALE ROAD OTTAWA, ONTARIO TRANSPORTATION BRIEF Prepared for: Barrhaven Fellowship CRC 3058 Jockvale Road Ottawa, ON K2J 2W7 December 7, 2016 116-649 Report_1.doc D. J.

More information

LATSON INTERCHANGE DEVELOPMENT TRAFFIC STUDIES. Genoa Township, Livingston County, MI

LATSON INTERCHANGE DEVELOPMENT TRAFFIC STUDIES. Genoa Township, Livingston County, MI LATSON INTERCHANGE DEVELOPMENT TRAFFIC STUDIES Genoa Township, Livingston County, MI DRAFT TRAFFIC STUDY FOR I-96 AT LATSON RD INTERCHANGE Livingston County CS 47065 JN 101622C Submitted to: Michigan Department

More information

RICHMOND OAKS HEALTH CENTRE 6265 PERTH STREET OTTAWA, ONTARIO TRANSPORTATION BRIEF. Prepared for: Guycoki (Eastern) Limited.

RICHMOND OAKS HEALTH CENTRE 6265 PERTH STREET OTTAWA, ONTARIO TRANSPORTATION BRIEF. Prepared for: Guycoki (Eastern) Limited. RICHMOND OAKS HEALTH CENTRE 6265 PERTH STREET OTTAWA, ONTARIO TRANSPORTATION BRIEF Prepared for: Guycoki (Eastern) Limited June 16, 2016 116-638 Brief_1.doc D. J. Halpenny & Associates Ltd. Consulting

More information

Clean Harbors Canada, Inc.

Clean Harbors Canada, Inc. Clean Harbors Canada, Inc. Proposed Lambton Landfill Expansion Environmental Assessment Terms of Reference Transportation Assessment St. Clair Township, Ontario September 2009 itrans Consulting Inc. 260

More information

MEMO. McCORMICK RANKIN CORPORATION. File Mark VanderSluis, Keyur Shah DATE: October 26, 2009 COPIES: OUR FILE: TO: FROM: Jack Thompson

MEMO. McCORMICK RANKIN CORPORATION. File Mark VanderSluis, Keyur Shah DATE: October 26, 2009 COPIES: OUR FILE: TO: FROM: Jack Thompson McCORMICK RANKIN CORPORATION 2655 North Sheridan Way Mississauga, Ontario, L5K 2P8 Tel: (95)823-85 Fax: (95) 823-853 E-mail: mrc@mrc.ca Website: www.mrc.ca MEMO TO: FROM: File Mark VanderSluis, Keyur Shah

More information

RE: A Traffic Impact Statement for a proposed development on Quinpool Road

RE: A Traffic Impact Statement for a proposed development on Quinpool Road James J. Copeland, P.Eng. GRIFFIN transportation group inc. 30 Bonny View Drive Fall River, NS B2T 1R2 May 31, 2018 Ellen O Hara, P.Eng. Project Engineer DesignPoint Engineering & Surveying Ltd. 200 Waterfront

More information

Tongaat Hullette Developments - Cornubia Phase 2. Technical Note 02 - N2/M41 AIMSUN Micro-simulation Analysis

Tongaat Hullette Developments - Cornubia Phase 2. Technical Note 02 - N2/M41 AIMSUN Micro-simulation Analysis Technical Note 02 - N2/M41 AIMSUN Micro-simulation Tongaat Hullette Developments Cornubia Phase 2 Technical Note 02 - N2/M41 AIMSUN Micro-simulation Analysis Prepared by: 18/11/14 Justin Janki Date Approvals

More information

Table 1 - Land Use Comparisons - Proposed King s Wharf Development. Retail (SF) Office (SF) 354 6,000 10, Land Uses 1

Table 1 - Land Use Comparisons - Proposed King s Wharf Development. Retail (SF) Office (SF) 354 6,000 10, Land Uses 1 Ref. No. 171-6694 Phase 2 November 23, 217 Mr. David Quilichini, Vice President Fares & Co. Developments Inc. 31 Place Keelson Sales Centre DARTMOUTH NS B2Y C1 Sent Via Email to David@faresinc.com RE:

More information

886 March Road McDonald's Transportation Study

886 March Road McDonald's Transportation Study McDonald's Restaurants of Canada Limited March 2013 886 March Road McDonald's Transportation Study Submitted by: HDR Corporation 100 York Boulevard, Suite 300 Richmond Hill, ON L4B 1J8 (905) 882-4100 www.hdrinc.com

More information

TRAFFIC AND TRANSPORTATION TECHNICAL MEMORANDUM

TRAFFIC AND TRANSPORTATION TECHNICAL MEMORANDUM TRAFFIC AND TRANSPORTATION TECHNICAL MEMORANDUM for ENVIRONMENTAL ASSESSMENT US 460 Bypass Interchange and Southgate Drive Relocation State Project No.: 0460-150-204, P101, R201, C501, B601; UPC 99425

More information

Appendix H: Construction Impacts H-2 Transportation

Appendix H: Construction Impacts H-2 Transportation Appendix H: Construction Impacts H-2 Transportation \ AECOM 71 W. 23 rd Street New York, NY 10010 www.aecom.com 212 366 6200 tel 212 366 6214 fax Memorandum To CC Subject Robert Conway Donald Tone Construction

More information

MINERVA PARK SITE TRAFFIC IMPACT STUDY M/I HOMES. September 2, 2015

MINERVA PARK SITE TRAFFIC IMPACT STUDY M/I HOMES. September 2, 2015 5500 New Albany Road Columbus, Ohio 43054 Phone: 614.775.4500 Fax: 614.775.4800 Toll Free: 1-888-775-EMHT emht.com 2015-1008 MINERVA PARK SITE TRAFFIC IMPACT STUDY M/I HOMES September 2, 2015 Engineers

More information

TRAFFIC IMPACT STUDY FOR SONIC DRIVE-IN RESTAURANT. Vallejo, CA. Prepared For:

TRAFFIC IMPACT STUDY FOR SONIC DRIVE-IN RESTAURANT. Vallejo, CA. Prepared For: TRAFFIC IMPACT STUDY FOR SONIC DRIVE-IN RESTAURANT Vallejo, CA Prepared For: ELITE DRIVE-INS, INC. 2190 Meridian Park Blvd, Suite G Concord, CA 94520 Prepared By: KD Anderson & Associates 3853 Taylor Road,

More information

Vanier Parkway and Presland Road Residential Development Transportation Impact Study

Vanier Parkway and Presland Road Residential Development Transportation Impact Study Vanier Parkway and Presland Road Residential Development Transportation Impact Study Final Report (Revised) March 2011 Submitted to: Groupe Lépine Ottawa Project No. 09-1613 Submitted by: Groupe Lépine

More information

Location Concept Plan Amendment Recommendation Approved 2011 Concept Plan

Location Concept Plan Amendment Recommendation Approved 2011 Concept Plan Valley Line West LRT Concept Plan Recommended Amendments Lewis Farms LRT Terminus Site Location Concept Plan Amendment Recommendation Approved 2011 Concept Plan Lewis Farms LRT terminus site, 87 Avenue/West

More information

MEMO VIA . Ms. Amy Roth DPS Director, City of Three Rivers. To:

MEMO VIA  . Ms. Amy Roth DPS Director, City of Three Rivers. To: MEMO To: Ms. Amy Roth DPS Director, City of Three Rivers VIA EMAIL From: Michael J. Labadie, PE Julie M. Kroll, PE, PTOE Brandon Hayes, PE, P.Eng. Fleis & VandenBrink Date: January 5, 2017 Re: Proposed

More information

RTE. 1 at RTE. 637 & RTE. 639

RTE. 1 at RTE. 637 & RTE. 639 INTERSECTION SAFETY STUDY Prepared for: Virginia Department of Transportation Central Region Operations Traffic Engineering (UPC #81378, TO 12-092) DAVENPORT Project Number: 13-368 / /2014 RTE. 1 at RTE.

More information

Bennett Pit. Traffic Impact Study. J&T Consulting, Inc. Weld County, Colorado. March 3, 2017

Bennett Pit. Traffic Impact Study. J&T Consulting, Inc. Weld County, Colorado. March 3, 2017 Bennett Pit Traffic Impact Study J&T Consulting, Inc. Weld County, Colorado March 3, 217 Prepared By: Sustainable Traffic Solutions, Inc. http://www.sustainabletrafficsolutions.com/ Joseph L. Henderson,

More information

Wellington Street West

Wellington Street West Transportation Brief prepared for: 185 Davenport Road Suite 300 Toronto, ON M5R 1J1 prepared by: 1223 Michael Street Suite 100 Ottawa, ON K1J 7T2 November 5, 2013 TO3131TOH Transportation Brief November

More information

Transportation & Traffic Engineering

Transportation & Traffic Engineering Transportation & Traffic Engineering 1) Project Description This report presents a summary of findings for a Traffic Impact Analysis (TIA) performed by A+ Engineering, Inc. for the Hill Country Family

More information

GASOLINE SERVICE STATION 1618, 1622 ROGER STEVENS DRIVE OTTAWA, ONTARIO TRANSPORTATION IMPACT ASSESSMENT. Prepared for:

GASOLINE SERVICE STATION 1618, 1622 ROGER STEVENS DRIVE OTTAWA, ONTARIO TRANSPORTATION IMPACT ASSESSMENT. Prepared for: GASOLINE SERVICE STATION 1618, 1622 ROGER STEVENS DRIVE OTTAWA, ONTARIO TRANSPORTATION IMPACT ASSESSMENT Prepared for: Invecta Development (Ottawa) Corporation 758 Shanks Height Milton, ON L9T 7P7 May

More information

Date: February 7, 2017 John Doyle, Z-Best Products Robert Del Rio. T.E. Z-Best Traffic Operations and Site Access Analysis

Date: February 7, 2017 John Doyle, Z-Best Products Robert Del Rio. T.E. Z-Best Traffic Operations and Site Access Analysis Memorandum Date: February 7, 07 To: From: Subject: John Doyle, Z-Best Products Robert Del Rio. T.E. Z-Best Traffic Operations and Site Access Analysis Introduction Hexagon Transportation Consultants, Inc.

More information

HUMC/Mountainside Hospital Redevelopment Plan

HUMC/Mountainside Hospital Redevelopment Plan Traffic and Parking Analysis HUMC/Mountainside Hospital Redevelopment Plan in Glen Ridge Borough and Montclair Township PREPARED FOR H2M 119 Cherry Hill Road, Suite 110 Parsippany, NJ 07054 862.207.5900

More information

FINAL DESIGN TRAFFIC OPERATIONS REPORT

FINAL DESIGN TRAFFIC OPERATIONS REPORT IndyGo Red Line Rapid Transit Project Phase 1 FINAL DESIGN TRAFFIC OPERATIONS REPORT IndyGo April, 2016 Table of Contents Section 1 Introduction... 1-1 1.1 Project Description... 1-1 1.2 Existing Conditions...

More information

BROWARD BOULEVARD CORRIDOR TRANSIT STUDY

BROWARD BOULEVARD CORRIDOR TRANSIT STUDY BROWARD BOULEVARD CORRIDOR TRANSIT STUDY FM # 42802411201 EXECUTIVE SUMMARY July 2012 GOBROWARD Broward Boulevard Corridor Transit Study FM # 42802411201 Executive Summary Prepared For: Ms. Khalilah Ffrench,

More information

RESPONSE TO TRAFFIC IMPACT STUDY COMMENTS

RESPONSE TO TRAFFIC IMPACT STUDY COMMENTS RESPONSE TO TRAFFIC IMPACT STUDY COMMENTS Proposed Gas Station 40 Arthur Street (Highway 26), Town of the Blue Mountains (Thornbury), County of Grey, Ontario AUGUST 2013 August 27, 2013 MR. REG RUSSWURM

More information

AECOM 30 Leek Cres., 4 th Floor Richmond Hill, ON L4B 4N4 Canada

AECOM 30 Leek Cres., 4 th Floor Richmond Hill, ON L4B 4N4 Canada \ AECOM 30 Leek Cres., 4 th Floor Richmond Hill, ON L4B 4N4 Canada www.aecom.com 905-882-4401 tel 905-882-4399 fax Memorandum To CC Subject Peter Dorton (MTO), Eric Terro (MTO) Olga Garces (MTO) Page 1

More information

Evaluation Considerations and Geometric Nuances of Reduced Conflict U-Turn Intersections (RCUTs)

Evaluation Considerations and Geometric Nuances of Reduced Conflict U-Turn Intersections (RCUTs) Evaluation Considerations and Geometric Nuances of Reduced Conflict U-Turn Intersections (RCUTs) 26 th Annual Transportation Research Conference Saint Paul RiverCentre May 20, 2015 Presentation Outline

More information

Traffic Impact Analysis. Alliance Cole Avenue Residential Site Dallas, Texas. Kimley-Horn and Associates, Inc. Dallas, Texas.

Traffic Impact Analysis. Alliance Cole Avenue Residential Site Dallas, Texas. Kimley-Horn and Associates, Inc. Dallas, Texas. Traffic Impact Analysis Alliance Cole Avenue Residential Site Dallas, Texas February 15, 2018 Kimley-Horn and Associates, Inc. Dallas, Texas Project #064524900 Registered Firm F-928 Traffic Impact Analysis

More information

Prepared For: Toronto Transit Commission 1138 Bathurst Street Toronto, Ontario M5R 3H2. Prepared By:

Prepared For: Toronto Transit Commission 1138 Bathurst Street Toronto, Ontario M5R 3H2. Prepared By: TRAFFIC IMPACT STUDY FOR THE TTC MCNICOLL BUS GARAGE CITY OF TORONTO Prepared For: Toronto Transit Commission 1138 Bathurst Street Toronto, Ontario M5R 3H2 Prepared By: Canada Inc. 4th Floor, 3 Leek Crescent

More information

King Soopers #116 Thornton, Colorado

King Soopers #116 Thornton, Colorado Traffic Impact Study King Soopers #116 Thornton, Colorado Prepared for: Galloway & Company, Inc. T R A F F I C I M P A C T S T U D Y King Soopers #116 Thornton, Colorado Prepared for Galloway & Company

More information

105 Toronto Street South, Markdale Transportation Impact Study. Paradigm Transportation Solutions Limited

105 Toronto Street South, Markdale Transportation Impact Study. Paradigm Transportation Solutions Limited 105 Toronto Street South, Markdale Transportation Impact Study Paradigm Transportation Solutions Limited December 2016 Project Summary Project Number 162060 December 2016 Client Zelinka Priamo Ltd 318

More information

INTERSECTION CONTROL EVALUATION

INTERSECTION CONTROL EVALUATION INTERSECTION CONTROL EVALUATION Trunk Highway 22 and CSAH 21 (E Hill Street/Shanaska Creek Road) Kasota, Le Sueur County, Minnesota November 2018 Trunk Highway 22 and Le Sueur CSAH 21 (E Hill Street/Shanaska

More information

SANTA BARBARA COUNTY ASSOCIATION OF GOVERNMENTS GOLETA RAMP METERING STUDY MAY 8, 2018 FINAL REPORT

SANTA BARBARA COUNTY ASSOCIATION OF GOVERNMENTS GOLETA RAMP METERING STUDY MAY 8, 2018 FINAL REPORT SANTA BARBARA COUNTY ASSOCIATION OF GOVERNMENTS GOLETA RAMP METERING STUDY MAY 8, 2018 FINAL REPORT May 8, 2018 Page i TABLE OF CONTENTS Table of Contents... i 1. Introduction... 1 1.1 Summary... 1 2.

More information

County State Aid Highway 32 (Cliff Road) and Dodd Road Intersection Study

County State Aid Highway 32 (Cliff Road) and Dodd Road Intersection Study County State Aid Highway 32 (Cliff Road) and Dodd Road Intersection Study City of Eagan, Dakota County, Minnesota Date: March 2012 Project No. 14957.000 444 Cedar Street, Suite 1500 Saint Paul, MN 55101

More information

5 VAUGHAN METROPOLITAN CENTRE AND SURROUNDING AREAS TRANSPORTATION STUDY PROGRESS

5 VAUGHAN METROPOLITAN CENTRE AND SURROUNDING AREAS TRANSPORTATION STUDY PROGRESS 5 VAUGHAN METROPOLITAN CENTRE AND SURROUNDING AREAS TRANSPORTATION STUDY PROGRESS The Transportation Services Committee recommends the adoption of the recommendations contained in the following report

More information

DEVELOPMENT PROPERTY 1627 MAXIME STREET CITY OF OTTAWA TRANSPORTATION OVERVIEW. Prepared for: Subhas Bhargava. July 9, Overview_1.

DEVELOPMENT PROPERTY 1627 MAXIME STREET CITY OF OTTAWA TRANSPORTATION OVERVIEW. Prepared for: Subhas Bhargava. July 9, Overview_1. DEVELOPMENT PROPERTY 1627 MAXIME STREET CITY OF OTTAWA TRANSPORTATION OVERVIEW Prepared for: Subhas Bhargava July 9, 2015 115-620 Overview_1.doc D. J. Halpenny & Associates Ltd. Consulting Transportation

More information

MILLERSVILLE PARK TRAFFIC IMPACT ANALYSIS ANNE ARUNDEL COUNTY, MARYLAND

MILLERSVILLE PARK TRAFFIC IMPACT ANALYSIS ANNE ARUNDEL COUNTY, MARYLAND MILLERSVILLE PARK TRAFFIC IMPACT ANALYSIS ANNE ARUNDEL COUNTY, MARYLAND Prepared for: Department of Public Works Anne Arundel County Prepared by: URS Corporation 4 North Park Drive, Suite 3 Hunt Valley,

More information

Re: Residential Development - Ogilvie/Cummings Transportation Overview

Re: Residential Development - Ogilvie/Cummings Transportation Overview 1223 Michael Street, Suite 100, Ottawa, ON K1J 7T2 Tel: 613.738.4160 Fax: 613.739.7105 www.delcan.com March 28, 2012 OUR REF: TO3088TOY Barry J. Hobin & Architects 63 Pamilla Street Ottawa, ON K1S 3K7

More information

DRAFT TRANSPORTATION IMPACT STUDY CASTILIAN REDEVELOPMENT PROJECT

DRAFT TRANSPORTATION IMPACT STUDY CASTILIAN REDEVELOPMENT PROJECT DRAFT TRANSPORTATION IMPACT STUDY CASTILIAN REDEVELOPMENT PROJECT Prepared for: Submitted by: 299 Lava Ridge Ct. Suite 2 Roseville, CA. 95661 June 212 TABLE OF CONTENTS 1. Introduction... 1 Project Location

More information

Environmental Assessment Derry Road and Argentia Road Intersection

Environmental Assessment Derry Road and Argentia Road Intersection Air and Noise Study Environmental Assessment Derry Road and Argentia Road Intersection Project 11-4295 City of Mississauga, Region of Peel October 17, 2014 1 Region of Peel Environmental Assessment for

More information

Re: Cyrville Road Car Dealership

Re: Cyrville Road Car Dealership 1223 Michael Street, Suite 100, Ottawa, ON K1J 7T2 Tel: 613.738.4160 Fax: 613.739.7105 www.delcan.com February 25, 2013 OUR REF: TO3098TOE Mark Motors of Ottawa 611 Montreal Road Ottawa, ON K1K 0T8 Attention:

More information

Pembina Emerson Border Crossing Interim Measures Microsimulation

Pembina Emerson Border Crossing Interim Measures Microsimulation Pembina Emerson Border Crossing Interim Measures Microsimulation Final Report December 2013 Prepared for: North Dakota Department of Transportation Prepared by: Advanced Traffic Analysis Center Upper Great

More information

INTERCHANGE OPERTIONS STUDY Interstate 77 / Wallings Road Interchange

INTERCHANGE OPERTIONS STUDY Interstate 77 / Wallings Road Interchange INTERCHANGE OPERTIONS STUDY Interstate 77 / Wallings Road Interchange City of Broadview Heights, Cuyahoga County, Ohio Prepared For: City of Broadview Heights Department of Engineering 9543 Broadview Road

More information

Mr. Kyle Zimmerman, PE, CFM, PTOE County Engineer

Mr. Kyle Zimmerman, PE, CFM, PTOE County Engineer Los Alamos County Engineering Division 1925 Trinity Drive, Suite B Los Alamos, NM 87544 Attention: County Engineer Dear Kyle: Re: NM 502 Transportation Corridor Study and Plan Peer Review Los Alamos, New

More information

Traffic Impact Study Speedway Gas Station Redevelopment

Traffic Impact Study Speedway Gas Station Redevelopment Traffic Impact Study Speedway Gas Station Redevelopment Warrenville, Illinois Prepared For: Prepared By: April 11, 2018 Table of Contents 1. Introduction... 1 2. Existing Conditions... 4 Site Location...

More information

TORONTO TRANSIT COMMISSION REPORT NO.

TORONTO TRANSIT COMMISSION REPORT NO. Form Revised: February 2005 TORONTO TRANSIT COMMISSION REPORT NO. MEETING DATE: October 24, 2012 SUBJECT: DOWNTOWN RAPID TRANSIT EXPANSION STUDY (DRTES) PHASE 1 STRATEGIC PLAN ACTION ITEM RECOMMENDATIONS

More information

Traffic Impact Study for the proposed. Town of Allegany, New York. August Project No Prepared For:

Traffic Impact Study for the proposed. Town of Allegany, New York. August Project No Prepared For: Appendix B SRF Traffic Study (Revised November 2005) Draft Environmental Impact Statement University Commons Town of Allegany, Cattaraugus County, NY December 2005 Traffic Impact Study for the proposed

More information

Traffic Impact Analysis 5742 BEACH BOULEVARD MIXED USE PROJECT

Traffic Impact Analysis 5742 BEACH BOULEVARD MIXED USE PROJECT Traffic Impact Analysis 5742 BEACH BOULEVARD MIXED USE PROJECT CITY OF BUENA PARK Prepared by Project No. 14139 000 April 17 th, 2015 DKS Associates Jeffrey Heald, P.E. Rohit Itadkar, T.E. 2677 North Main

More information

Traffic Impact Study Proposed Residential Development (Watson Parkway North - Starwood Drive Node, City of Guelph)

Traffic Impact Study Proposed Residential Development (Watson Parkway North - Starwood Drive Node, City of Guelph) Traffic Impact Study Proposed Residential Development (Watson Parkway North - Starwood Drive Node, City of Guelph) Prepared By: 332 Lorne Avenue East Stratford ON N5A 6S4 Prepared for: Paul Kemper, President

More information

APPENDIX 6: Transportation Modelling Considerations City of Toronto, February 2014

APPENDIX 6: Transportation Modelling Considerations City of Toronto, February 2014 APPENDIX 6: Transportation Modelling Considerations City of Toronto, February 2014 Transportation and Infrastructure The future of the elevated Gardiner Expressway east of Jarvis Street forms part of a

More information

Project Advisory Committee

Project Advisory Committee Meredith US 3/NH 25 Improvements Transportation Planning Study Project Advisory Committee March 18, 2008 Meredith US 3/NH 25 Improvements Transportation Planning Study Meeting Agenda Welcome Traffic Model

More information

TRAFFIC IMPACT ANALYSIS FOR. McDONALD S RESTAURANT IN CARMICAEL Sacramento County, CA. Prepared For:

TRAFFIC IMPACT ANALYSIS FOR. McDONALD S RESTAURANT IN CARMICAEL Sacramento County, CA. Prepared For: TRAFFIC IMPACT ANALYSIS FOR McDONALD S RESTAURANT IN CARMICAEL Sacramento County, CA Prepared For: McDonald s USA, LLC Pacific Sierra Region 2999 Oak Road, Suite 900 Walnut Creek, CA 94597 Prepared By:

More information

Traffic Impact Statement (TIS)

Traffic Impact Statement (TIS) Traffic Impact Statement (TIS) Vincentian PUDA Collier County, FL 10/18/2013 Prepared for: Global Properties of Naples Prepared by: Trebilcock Consulting Solutions, PA 2614 Tamiami Trail N, Suite 615 1205

More information

City of Lafayette Agenda Downtown Congestion Reduction Plan Steering Committee

City of Lafayette Agenda Downtown Congestion Reduction Plan Steering Committee City of Lafayette Agenda Downtown Congestion Reduction Plan Steering Committee Regular Meeting Date: Wednesday, August 31, 2016 Time: 7:00 p.m. Location: Lafayette City Offices Room 265 3675 Mount Diablo

More information

ZINFANDEL LANE / SILVERADO TRAIL INTERSECTION TRAFFIC ANALYSIS

ZINFANDEL LANE / SILVERADO TRAIL INTERSECTION TRAFFIC ANALYSIS ZINFANDEL LANE / SILVERADO TRAIL INTERSECTION TRAFFIC ANALYSIS UPDATED TRAFFIC STUDY FOR THE PROPOSED RAYMOND VINEYARDS WINERY USE PERMIT MODIFICATION #P11-00156 AUGUST 5, 2014 PREPARED BY: OMNI-MEANS,

More information

Central Park Drives Traffic Management Overview

Central Park Drives Traffic Management Overview Central Park Drives Traffic Management Overview Spring 2015 New York City Department of Transportation Existing Traffic Management From Labor Day thru Last Day of NYC Public School: 8-10 AM weekdays (Southbound)

More information

1012 & 1024 McGarry Terrace

1012 & 1024 McGarry Terrace December 217 112 & 124 McGarry Terrace Transportation Impact Study 112 & 124 McGarry Terrace Transportation Impact Study prepared for: Lépine Corporation 32 March Road Kanata, ON K2K 2E3 prepared by: 1223

More information

Evaluation of Renton Ramp Meters on I-405

Evaluation of Renton Ramp Meters on I-405 Evaluation of Renton Ramp Meters on I-405 From the SE 8 th St. Interchange in Bellevue to the SR 167 Interchange in Renton January 2000 By Hien Trinh Edited by Jason Gibbens Northwest Region Traffic Systems

More information

ARE DIAMONDS LRT S BEST FRIEND? AT-GRADE LRT CROSSING AT A DIAMOND INTERCHANGE

ARE DIAMONDS LRT S BEST FRIEND? AT-GRADE LRT CROSSING AT A DIAMOND INTERCHANGE ARE DIAMONDS LRT S BEST FRIEND? AT-GRADE LRT CROSSING AT A DIAMOND INTERCHANGE NATE LARSON HDR SEATTLE, WA ABHISHEK DAYAL VALLEY METRO PHOENIX, AZ ITE WESTERN DISTRICT ANNUAL MEETING JULY 16, 2013 Presentation

More information

Figure 1 Map of intersection of SR 44 (Ravenna Rd) and Butternut Rd

Figure 1 Map of intersection of SR 44 (Ravenna Rd) and Butternut Rd Abbreviated Study District: 12 County: Geauga Route: SR 44 Section: 1.58 GEA 44 1.58 213 HSP # 47 (Rural Intersection) Prepared April 23, 215 By Bryan Emery Existing Conditions This study contains the

More information

Sound Transit East Link: Bus/LRT System Integration Study

Sound Transit East Link: Bus/LRT System Integration Study Sound Transit East Link: Bus/LRT System Integration Study Prepared For: Sound Transit King County Metro Mercer Island WSDOT Prepared By: CH2M HILL July, 2014 1 SOUND TRANSIT EAST LINK: BUS/LRT SYSTEMES

More information

April Salvation Army Barrhaven Church 102 Bill Leathem Drive Transportation Brief

April Salvation Army Barrhaven Church 102 Bill Leathem Drive Transportation Brief April 26 Salvation Army Barrhaven Church 2 Bill Leathem Drive Transportation Brief Salvation Army Barrhaven Church 2 Bill Leathem Drive Transportation Brief prepared for: The Salvation Army 2 Overlea Blvd.

More information

West Hills Shopping Centre Lowe s Expansion Traffic Impact Study

West Hills Shopping Centre Lowe s Expansion Traffic Impact Study West Hills Shopping Centre Lowe s Expansion Traffic Impact Study Prepared for: Armel Corporation January 2015 Paradigm Transportation Solutions Ltd. 22 King Street South, Suite 300 Waterloo ON N2J 1N8

More information

Effect of Police Control on U-turn Saturation Flow at Different Median Widths

Effect of Police Control on U-turn Saturation Flow at Different Median Widths Effect of Police Control on U-turn Saturation Flow at Different Widths Thakonlaphat JENJIWATTANAKUL 1 and Kazushi SANO 2 1 Graduate Student, Dept. of Civil and Environmental Eng., Nagaoka University of

More information

830 Main Street Halifax Regional Municipality

830 Main Street Halifax Regional Municipality 830 Main Street Halifax Regional Municipality Traffic Impact Statement Final Report Prepared by: GRIFFIN transportation group inc. 30 Bonny View Drive Fall River, NS B2T 1R2 www.griffininc.ca Prepared

More information

FIELD APPLICATIONS OF CORSIM: I-40 FREEWAY DESIGN EVALUATION, OKLAHOMA CITY, OK. Michelle Thomas

FIELD APPLICATIONS OF CORSIM: I-40 FREEWAY DESIGN EVALUATION, OKLAHOMA CITY, OK. Michelle Thomas Proceedings of the 1998 Winter Simulation Conference D.J. Medeiros, E.F. Watson, J.S. Carson and M.S. Manivannan, eds. FIELD APPLICATIONS OF CORSIM: I-40 FREEWAY DESIGN EVALUATION, OKLAHOMA CITY, OK Gene

More information