TRAFFIC SIGNAL DESIGN REPORT KING OF PRUSSIA ROAD & RAIDER ROAD RADNOR TOWNSHIP PENNSYLVANIA

Transcription

1 TRAFFIC SIGNAL DESIGN REPORT KING OF PRUSSIA ROAD & RAIDER ROAD RADNOR TOWNSHIP PENNSYLVANIA PREPARED FOR: UNIVERSITY OF PENNSYLVANIA HEALTH SYSTEM 34 CIVIC CENTER BOULEVARD PHILADELPHIA, PA 1987 (61) PREPARED BY: PENNONI 31 MARKET STREET, SUITE 2 PHILADELPHIA, PA 1914 (215)222-3 UPHS157 APRIL 218 James P. Markham, P.E. PENNA. REG. P.E. NO. PE61283

2 Traffic Signal Design Report King of Prussia Road & Raider Road UPHS154 TABLE OF CONTENTS Page PROJECT DESCRIPTION... 2 ROADWAY FACILITIES... 2 APPROACHES... 2 EXISTING TRAFFIC VOLUMES... 2 TRIP GENERATION & 225 PROJECTED TRAFFIC VOLUMES... 4 PEDESTRIAN & ADA ACCOMMODATIONS... 4 TRAFFIC SIGNAL... 7 TRAFFIC SIGNAL WARRANT ANALYSIS... 7 TURN LANE WARRANT ANALYSIS... 7 TIMING & PHASING... 7

3 Traffic Signal Design Report King of Prussia Road & Raider Road UPHS154 Project Description The proposed University of Pennsylvania Health System site is a mixed-use site located at 145 King of Prussia Road. The proposed mixed-use development will be composed of a 25, square foot mixed medical use building with 271 patient positions, a 15, square foot general office building, and a 12-room hotel. The site is bound by King of Prussia Road to the west, Septa s regional rail line to the east, Lancaster Avenue to the south and the Septa Radnor Station driveway to the north. Access to the site will be provided through 3 full access driveways. The primary site driveway will be a full access driveway located on King of Prussia Drive across from Raider Road. A second driveway will be located on the north side of the site and accessed via the existing SEPTA driveway on King of Prussia Drive. The third site driveway provides access to loading areas and is located at the southern corner of the site on King of Prussia Road approximately 5 north of Lancaster Avenue (SR 3). The proposed facility is anticipated to be constructed and occupied in 22. Roadway Facilities Approaches King of Prussia Road is a north-south oriented local roadway and designated two-way. Within the project area, from Lancaster Avenue to Radnor Chester Road, King of Prussia Road has one lane in each direction with a two-way center left turn lane. The posted speed limit on Roosevelt Boulevard is 35 mph. King of Prussia Road will be widened between Lancaster Avenue and Raider Road to provide two northbound lanes. At the intersection with Raider Road left turn lanes will be added in each direction and the northbound outer lane will be a right turn only lane. Raider Road is an east-west oriented local roadway. Within the study area, Raider Road is 3 wide with one lane of traffic in each direction with sidewalk on the southern side. The speed limit on Raider Road is not posted but is assumed to be 25 mph Site Driveway at King of Prussia and Raider Road will be a full access driveway. The site driveway will provide two exiting lanes (left and thru/right optional turning) and one entering lane. Existing Traffic Volumes Turning movement counts, including heavy vehicles and pedestrian counts, were conducted on Tuesday November 15, 215, between the hours of 7: - 9: A.M. and 4:-6: P.M. at the following intersections: 1. King of Prussia Road & Matsonford Road (SR 138) November 18, King of Prussia Road & Radnor Chester Road (SR 121) April 27, King of Prussia Road & Existing Northern Site Driveway April 27, King of Prussia Road & Existing Raider Road/Site Driveway November 18, King of Prussia Road & Existing Southern Site Driveway April 27, Lancaster Avenue (SR 3) & King of Prussia Road / I-476 NB Off Ramp November 18, Lancaster Avenue (SR 3) & I-476 SB On/Off Ramps September 15, Lancaster Avenue (SR 3) & I-476 NB On Ramp Hillside Circle November 18, Lancaster Avenue (SR 3) & Radnor Chester Road (SR 121) April 27, 216 A gap study was also performed for the existing site driveways on April 27, 216 between the hours of 7: 9: A.M. and 4: 6: P.M. The existing AM and PM peak hour traffic volumes are shown on FIGURE 1. The count data, including pedestrian volumes, and gap study data are provided in APPENDIX A. Trip Generation The traffic volumes for the hotel and general office components of the proposed site were estimated based on information contained in the Institute of Transportation Engineers (ITE) publication Trip Generation (9 th Edition, 212). The ITE Trip 1

4 PENN MEDICINE Pennoni Associates Inc. Consulting Engineers UPHS 154 FIGURE 1 EXISTING 216 WEEKDAY PEAK HOUR TRAFFIC VOLUMES NORTHERN DRIVEWAY (EXIT ONLY) SEPTA DRIVEWAY I-476 NB ON RAMP HILLSIDE CIRCUIT I-476 NB OFF RAMP I-476 SB OFF RAMP RADNOR CHESTER ROAD (SR 121) MATSONFORD ROAD (SR 138) 2 RADNOR CHESTER ROAD (SR 121) KING OF PRUSSIA ROAD LANCASTER AVENUE (SR 3) RAIDER ROAD DRIVEWAY (ENTRANCE ONLY) SOUTHERN DRIVEWAY

5 Traffic Signal Design Report King of Prussia Road & Raider Road UPHS154 Generation Manual defines a trip as a single or one-direction vehicle movement with either the origin or the destination (exiting or entering) inside a study site. The traffic volumes for the hotel and office portions of the site proposed site were estimated based on information contained in the Institute of Transportation Engineers (ITE) publication Trip Generation (9 th Edition, 212). The expected trip generation for the site is based upon the following ITE Land Use Codes utilizing the square footage of the building as the independent variable: 31 Hotel 71 General Office The Institute of Transportation Engineers Trip Generation Manual, 9 th Edition states: A medical-dental office building is a facility that provides diagnoses and outpatient care on a routine basis but is unable to provide prolonged in-house medical and surgical care. One or more private physicians or dentists generally operate this type of facility. The AM and PM ITE Trip Generation Rate for a medical-dental office are derived based on 64 studies, of which 63 had buildings with a gross floor area of less than 7, SF. The proposed Penn Medicine mixed medical use portion of the development will have a gross floor area of 25, SF, more than triple the size of 9% of the facilities used by ITE to derive trip generation data. Also, unlike private physician practices used to generate the ITE rates, the proposed Penn Medicine mixed medical use facility will include several treatment facilities that are uncommon in a typical medical office and that occupy are larger portion of the gross square floor area of the building, while not accommodating a larger number of patients. These facilities include ambulatory operating rooms, endoscopy rooms, chemotherapy treatment areas, radiological imaging rooms and radiation oncology treatment areas. Therefore, the proposed facility is very different from those used to derive ITE trip generation data. It is for these reasons that the ITE trip generation is not appropriate to use for the proposed Penn Medicine building and a trip generation rate was developed based on an evaluation of three existing mixed medical use facilities for the peak hour of the adjacent street which, based on traffic counts, is 7:15-8:15 AM and 5: 6: PM. The following existing mixed medical use facilities were evaluated to develop trip generation rates: 171, square foot facility at 25 King of Prussia Rd in Radnor PA 83, square foot facility at 11 Chesterbrook Blvd. in Berwyn PA 154,826 square foot facility at 915 Old Fern Hill Road in West Chester, PA Based on driveway counts and data regarding the number of patient positions at each facility average weekday, AM and PM trip generation rates and entry/exit distributions were developed and approved by Radnor Township. The following are the developed trip generation rates for a mixed medical use facility and the rates used for the general office and hotel land uses: Table 1 Trip Generation Rates Land Use Code Unit of Measure Weekday Trips AM Trips PM Trips Rate % In % Out Rate % In % Out Rate % In % Out Medical Mixed Use* Patient Positions % 5% % 23% % 71% * Trip generation calculated using calculated trip rates for Medical Mixed Use based on observations of similar facilities Land Use Code Unit of Measure Weekday Trips AM Trips PM Trips Rate % In % Out Rate % In % Out Rate % In % Out General Office KSF % 5% % 12% % 83% 3

6 Traffic Signal Design Report King of Prussia Road & Raider Road UPHS154 Land Use Code Unit of Measure Weekday Trips AM Trips PM Trips Rate % In % Out Rate % In % Out Rate % In % Out Hotel Rooms % 5%.53 59% 41%.6 51% 49% The proposed development is a mixed-use site and internal trips were calculated using the methodology outlined in the ITE Trip Generation Handbook. The trip calculations result in a total of 731 (577 entering and 154 exiting) and 583 (158 entering and 425 exiting) new trips generated to the site during the morning and afternoon peak hours, respectively. TABLE 2 summarizes the calculated peak hour trips to/from the proposed development during the weekday morning and weekday afternoon peak hours. Table 2 Proposed Site Trip Generation Land Use Code Size Unit of Measure Weekday Trips AM Trips PM Trips In Out Total In Out Total In Out Total 25, SF Medical Mixed Use* Patient Positions 2,442 2,442 4, (271 PP) General Office Building (ITE Land Use 71) 15, SF 1, SF GFA , Hotel (ITE Land Use 31) 75, SF (12 rooms) Rooms Total 3,759 3,759 7, The trip generation calculations and the Letter to Radnor Township outlining the development of the trip generation rates for the mixed medical use facility are provided in APPENDIX B. 22 & 225 Projected Traffic Volumes The trip distribution of the University of Pennsylvania Health Systems medical-dental office, general office building, and hotel were based on the proposed location along King of Prussia Road and the existing traffic patterns on the surrounding roadway network. The proposed site will have 3 driveways along King of Prussia Road with the primary driveway located across from Raider Road. The estimated distribution of the site traffic is: To/From the north on King of Prussia Road northbound 25% To/From south on King of Prussia Road southbound 75% To account for general traffic growth in the area, an annual background growth rate is applied to existing traffic volumes on the study area roadways generating 22 and 225 base traffic volumes. An annual background growth rate of.38% per year has been previously established by PennDOT s Bureau of Planning and Research for urban, non-interstate roadways in the study area. The traffic volumes generated by the proposed development were added to the 22 and 225 base traffic volumes to provide the 22 and 225 build traffic volumes. The peak hour traffic volumes are illustrated in Figures 2 and 3 and traffic volumes development tables are provided in APPENDIX C. Pedestrian & ADA Accommodations Crosswalks will be placed at the intersection of King of Prussia Road and Raider Road/Site Driveway along with ADA ramps on each end of the crosswalk. 4

7 Pennoni Associates Inc. Consulting Engineers RADNOR CHESTER ROAD (SR 121) PENN MEDICINE KING OF PRUSSIA ROAD UPHS 154 FIGURE 2 22 BUILD WEEKDAY PEAK HOUR TRAFFIC VOLUMES I-476 NB ON RAMP HILLSIDE CIRCUIT I-476 NB OFF RAMP I-476 SB OFF RAMP RADNOR CHESTER ROAD (SR 121) MATSONFORD ROAD (SR 138) LANCASTER AVENUE (SR 3) RAIDER ROAD DRIVEWAY (RIGHT IN/RIGHT OUT) SOUTHERN DRIVEWAY SEPTA DRIVEWAY 5

8 PENN MEDICINE Pennoni Associates Inc. Consulting Engineers UPHS 154 FIGURE BUILD WEEKDAY PEAK HOUR TRAFFIC VOLUMES I-476 NB ON RAMP HILLSIDE CIRCUIT I-476 NB OFF RAMP I-476 SB OFF RAMP RADNOR CHESTER ROAD (SR 121) MATSONFORD ROAD (SR 138) 6 RADNOR CHESTER ROAD (SR 121) KING OF PRUSSIA ROAD LANCASTER AVENUE (SR 3) RAIDER ROAD DRIVEWAY (ENTRANCE ONLY) SOUTHERN DRIVEWAY

9 Traffic Signal Design Report King of Prussia Road & Raider Road UPHS154 Traffic Signal Traffic Signal Warrant Analysis Signal warrant analyses were conducted for the intersections of King of Prussia Road and Raider Road/Site Driveway using the warrants set forth in FHWA s Manual on Uniform Traffic Control Devices (MUTCD), 29 Edition. Based on the MUTCD requirements for intersections warranting a signal, MUTCD Warrants 2 and 3 are applicable to the intersections King of Prussia Road and Raider Road/Site Driveway. King of Prussia Road and Raider Road/Site Driveway Warrant 2 Four Hour Vehicular Volume is met if four plotted points representing vehicles per hour on the major and minor street approaches fall above the appropriate curve on Figure 4C-1 of the MUTCD. For the intersection of King of Prussia Road and Raider Road/Site Driveway, an Urban 2 or more major lanes and 1 minor lane curve is used for the Warrant 2 analysis. As illustrated on Table 4C-1 provided in APPENDIX D, four of the plotted points exceed the four-hour warrant curve using the combination of manual count data and trip generation data. Therefore, for the purposes of this analysis, Warrant 2 is satisfied. Warrant 3 Peak Hour Vehicular Volume is met if four plotted points representing vehicles per hour on the major and minor street approaches fall above the appropriate curve on Figure 4C-3 of the MUTCD. For the intersection of King of Prussia Road and Raider Road/Site Driveway, an Urban 2 major lanes and 1 minor lane curve is used for the Warrant 3 analysis. As illustrated on Table 4C-3 provided in APPENDIX D, four of the plotted points exceed the peak hour warrant curve using the combination of manual count data and trip generation data. Therefore, for the purposes of this analysis, Warrant 3 is satisfied. Turn Lane Warrant Analysis An analysis was conducted at King of Prussia Road and Raider Road/Site Driveway to determine whether a left or right turn lanes on King of Prussia Road are warranted in accordance with PennDOT Publication 46. Based on the standard worksheets in the Chapter 11 Appendix of PennDOT Publication 46, the following turn lanes at site driveways are warranted during both the AM and PM peak periods: Left turn lane from SB King of Prussia Road into the Site Driveway. Left turn lane from NB King of Prussia Road into Raider Road. Right turn lane from NB King of Prussia Road into the Site Driveway. The detailed turn lane warrant analyses are provided in APPENDIX E. Timing & Phasing Change & Clearance Intervals Vehicular and pedestrian clearances were calculated for the proposed signal at the full access driveway based on PennDOT policies. The results of the calculations are provided in APPENDIX F. Left Turn Phasing Left turn signalization warrants were performed for the northbound and southbound left turns from King of Prussia Road at Raider Road. The results indicate that neither the northbound or southbound left turns meet warrants for protected/permitted or protected/prohibited phasing based on calculated conflict. However, there is insufficient sight distance for permitted left turns into the site from the southbound left turn lane. The southbound left turn into the proposed site will be provided a protected/prohibited left turn phase. The northbound left turn movement will utilize the same protected left turn phase and be permitted during the King of Prussia through phase. The warrant worksheet and sight distance evaluation are provided in APPENDIX G. Traffic Signal Phasing The traffic signal will operate as a fully actuated traffic signal with a 9 second background and be coordinated with the existing signal system north of the site on King of Prussia Road. The full details on phases and timings are provided on the proposed signal plans provided in APPENDIX H and the 22 Opening Year and 225 Horizon Year Synchro analyses in APPENDIX I. 7

10 Traffic Signal Design Report King of Prussia Road & Raider Road UPHS154 APPENDICES KING OF PRUSSIA ROAD & RAIDER ROAD RADNOR TOWNSHIP PENNSYLVANIA APPENDIX A TRAFFIC COUNT DATA

11 Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Northbound Left from Major Critical Gaps (4.1 sec) Follow-up Gaps (2.2 sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

12 Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Southbound Left from Major Critical Gaps (4.1 sec) Follow-up Gaps (2.2 sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

13 Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Eastbound Right from Minor Critical Gaps (6.2 sec) Follow-up Gaps (3.3 sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

14 Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Westbound Right from Minor Critical Gaps (6.2 sec) Follow-up Gaps (3.3 sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

15 Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Through Traffic on Minor Critical Gaps (6.5 sec) Follow-up Gaps (4. sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

16 Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Left from Minor Critical Gaps (7.1 sec) Follow-up Gaps (3.5 sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

17 Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Northbound Left from Major Critical Gaps (4.1 sec) Follow-up Gaps (2.2 sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

18 Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Southbound Left from Major Critical Gaps (4.1 sec) Follow-up Gaps (2.2 sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

19 Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Eastbound Right from Minor Critical Gaps (6.2 sec) Follow-up Gaps (3.3 sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

20 Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Westbound Right from Minor Critical Gaps (6.2 sec) Follow-up Gaps (3.3 sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

21 Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Through Traffic on Minor Critical Gaps (6.5 sec) Follow-up Gaps (4. sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

22 Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Left from Minor Critical Gaps (7.1 sec) Follow-up Gaps (3.5 sec) Total Gaps 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM AM Peak PM Peak

23 Montgomery County, PA King of Prussia Rd/Driveway Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd / Driveway Site Code: Start Date: 9/8/216 Page No: 1 Start Time Turning Movement Data King of Prussia Rd Driveway King of Prussia Rd Southbound Westbound Northbound Thru Left U-Turn Peds App. Total Right Left U-Turn Peds App. Total Right Thru U-Turn Peds 7: AM :15 AM :3 AM :45 AM Hourly Total : AM :15 AM :3 AM :45 AM Hourly Total : AM *** BREAK *** Hourly Total 4: PM :15 PM :3 PM :45 PM Hourly Total : PM :15 PM :3 PM :45 PM Hourly Total : PM Grand Total Approach % Total % Lights % Lights Buses % Buses Trucks % Trucks Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrians % Pedestrians App. Total Int. Total

24 Montgomery County, PA King of Prussia Rd/Driveway Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd / Driveway Site Code: Start Date: 9/8/216 Page No: 2 King of Prussia Rd [SB] T L U P Out R 9/8/216 7: AM Ending At 9/8/216 6:15 PM Lights Buses Trucks Bicycles on Crosswalk Pedestrians L U P In Total Driveway [WB] U T R P King of Prussia Rd [NB] Turning Movement Data Plot

25 Montgomery County, PA King of Prussia Rd/Driveway Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd / Driveway Site Code: Start Date: 9/8/216 Page No: 3 Start Time Turning Movement Peak Hour Data (7:15 AM) King of Prussia Rd Driveway King of Prussia Rd Southbound Westbound Northbound Thru Left U-Turn Peds App. Total Right Left U-Turn Peds App. Total Right Thru U-Turn Peds 7:15 AM :3 AM :45 AM : AM Total Approach % Total % PHF Lights % Lights Buses % Buses Trucks % Trucks Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrians % Pedestrians App. Total Int. Total

26 Montgomery County, PA King of Prussia Rd/Driveway Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd / Driveway Site Code: Start Date: 9/8/216 Page No: 4 King of Prussia Rd [SB] T L U P Peak Hour Data 9/8/216 7:15 AM Ending At 9/8/216 8:15 AM Lights Buses Trucks Bicycles on Crosswalk Pedestrians R L U P Out In Total Driveway [WB] U T R P King of Prussia Rd [NB] Turning Movement Peak Hour Data Plot (7:15 AM)

27 Montgomery County, PA King of Prussia Rd/Driveway Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd / Driveway Site Code: Start Date: 9/8/216 Page No: 5 Start Time Turning Movement Peak Hour Data (5: PM) King of Prussia Rd Driveway King of Prussia Rd Southbound Westbound Northbound Thru Left U-Turn Peds App. Total Right Left U-Turn Peds App. Total Right Thru U-Turn Peds 5: PM :15 PM :3 PM :45 PM Total Approach % Total % PHF Lights % Lights Buses % Buses Trucks % Trucks Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrians % Pedestrians App. Total Int. Total

28 Montgomery County, PA King of Prussia Rd/Driveway Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd / Driveway Site Code: Start Date: 9/8/216 Page No: 6 King of Prussia Rd [SB] T L U P Peak Hour Data 9/8/216 5: PM Ending At 9/8/216 6: PM Lights Buses Trucks Bicycles on Crosswalk Pedestrians R L U P Out In Total Driveway [WB] U T R P King of Prussia Rd [NB] Turning Movement Peak Hour Data Plot (5: PM)

29 Montgomery County, PA King of Prussia Rd Northern Driveway Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd/North Driveway Site Code: Start Date: 4/27/216 Page No: 1 Combined Direction Start Time Total 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM Total Total %

30 Montgomery County, PA King of Prussia Rd Northern Driveway Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd/North Driveway Site Code: Start Date: 4/27/216 Page No: 2 Southbound (Southbound) Start Time Total 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM Total Total %

31 Montgomery County, PA King of Prussia Rd Northern Driveway Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd/North Driveway Site Code: Start Date: 4/27/216 Page No: 3 Northbound (Northbound) Start Time Total 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM Total Total %

32 Montgomery County, PA King of Prussia Rd Northern Driveway Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd/North Driveway Site Code: Start Date: 4/27/216 Page No: 4

33 Montgomery County, PA King of Prussia Rd South Driveway Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd South Driveway Gap Site Code: Start Date: 4/27/216 Page No: 1 Combined Direction Start Time Total 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM Total Total %

34 Montgomery County, PA King of Prussia Rd South Driveway Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd South Driveway Gap Site Code: Start Date: 4/27/216 Page No: 2 Southbound (Southbound) Start Time Total 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM Total Total %

35 Montgomery County, PA King of Prussia Rd South Driveway Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd South Driveway Gap Site Code: Start Date: 4/27/216 Page No: 3 Northbound (Northbound) Start Time Total 7: AM :15 AM :3 AM :45 AM : AM :15 AM :3 AM :45 AM : AM 4: PM :15 PM :3 PM :45 PM : PM :15 PM :3 PM :45 PM : PM Total Total %

36 Montgomery County, PA King of Prussia Rd South Driveway Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: King of Prussia Rd South Driveway Gap Site Code: Start Date: 4/27/216 Page No: 4

37 Montgomery County, PA Radnor-Chester Rd-King of Prussia Rd Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/King of Prussia Rd Site Code: Start Date: 4/27/216 Page No: 1 Start Time Righ t Turning Movement Data Parking Lot Entrance King of Prussia Road Radnor Chester Road King of Prussia Road Southbound Westbound Northbound Eastbound Righ t on Red Thru Left U- Turn Ped s App. Total Righ t Righ t on Red Thru Left U- Turn Ped s App. Total Righ t Righ t on Red Thru Left U- Turn 7: AM :15 AM :3 AM :45 AM Hourly Total : AM :15 AM :3 AM :45 AM Hourly Total : AM *** BREAK *** Hourly Total : PM :15 PM :3 PM :45 PM Hourly Total : PM :15 PM :3 PM :45 PM Hourly Total : PM Grand Total Approach % Total % Lights % Lights Other Vehicles % Other Vehicles Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrian s % Pedestrian s Ped s App. Total Righ t Thru Left U- Turn Ped s App. Total Int. Total

38 Montgomery County, PA Radnor-Chester Rd-King of Prussia Rd Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/King of Prussia Rd Site Code: Start Date: 4/27/216 Page No: 2 Parking Lot Entrance [SB] R T L U P U R King of Prussia Road [EB] Total In Out L T R 4/27/216 7: AM Ending At 4/27/216 6:15 PM Lights Other Vehicles Bicycles on Crosswalk Pedestrians T L U Out In Total King of Prussia Road [WB] 1 1 P P U L T R P Radnor Chester Road Turning Movement Data Plot

39 Montgomery County, PA Radnor-Chester Rd-King of Prussia Rd Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/King of Prussia Rd Site Code: Start Date: 4/27/216 Page No: 3 Start Time Righ t Turning Movement Peak Hour Data (7:3 AM) Parking Lot Entrance King of Prussia Road Radnor Chester Road King of Prussia Road Southbound Westbound Northbound Eastbound Righ t on Red Thru Left U- Turn Ped s App. Total Righ t Righ t on Red Thru Left U- Turn Ped s App. Total Righ t Righ t on Red Thru Left U- Turn 7:3 AM :45 AM : AM :15 AM Total Approach % Total % PHF Lights % Lights Other Vehicles % Other Vehicles Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrian s % Pedestrian s Ped s App. Total Righ t Thru Left U- Turn Ped s App. Total Int. Total

40 Montgomery County, PA Radnor-Chester Rd-King of Prussia Rd Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/King of Prussia Rd Site Code: Start Date: 4/27/216 Page No: 4 Parking Lot Entrance [SB] R T L U P U R King of Prussia Road [EB] Total In Out L T R Peak Hour Data 4/27/216 7:3 AM Ending At 4/27/216 8:3 AM Lights Other Vehicles Bicycles on Crosswalk Pedestrians T L U Out In Total King of Prussia Road [WB] P P U L T R P Radnor Chester Road Turning Movement Peak Hour Data Plot (7:3 AM)

41 Montgomery County, PA Radnor-Chester Rd-King of Prussia Rd Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/King of Prussia Rd Site Code: Start Date: 4/27/216 Page No: 5 Start Time Righ t Turning Movement Peak Hour Data (4:45 PM) Parking Lot Entrance King of Prussia Road Radnor Chester Road King of Prussia Road Southbound Westbound Northbound Eastbound Righ t on Red Thru Left U- Turn Ped s App. Total Righ t Righ t on Red Thru Left U- Turn Ped s App. Total Righ t Righ t on Red Thru Left U- Turn 4:45 PM : PM :15 PM :3 PM Total Approach % Total % PHF Lights % Lights Other Vehicles % Other Vehicles Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrian s % Pedestrian s Ped s App. Total Righ t Thru Left U- Turn Ped s App. Total Int. Total

42 Montgomery County, PA Radnor-Chester Rd-King of Prussia Rd Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/King of Prussia Rd Site Code: Start Date: 4/27/216 Page No: 6 Parking Lot Entrance [SB] R T L U P U 1 1 R King of Prussia Road [EB] Total In Out T R 8 8 L Peak Hour Data 4/27/216 4:45 PM Ending At 4/27/216 5:45 PM Lights Other Vehicles Bicycles on Crosswalk Pedestrians T L U Out In Total King of Prussia Road [WB] 1 1 P P U L T R P Radnor Chester Road Turning Movement Peak Hour Data Plot (4:45 PM)

43 Montgomery County, PA Radnor-Chester Rd/Lancaster Ave Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/Lancaster Ave Site Code: Start Date: 4/27/216 Page No: 1 Start Time Righ t Turning Movement Data Radnor Chester Road Lancaster Avenue Radnor Chester Road Lancaster Avenue Southbound Westbound Northbound Eastbound Righ t on Red Thru Left U- Turn Ped s App. Tota l Righ t Righ t on Red Thru Left U- Turn Ped s App. Tota l Righ t Righ t on Red Thru Left U- Turn Ped s App. Tota l Righ t Righ t on Red Thru Left U- Turn 7: AM :15 AM :3 AM :45 AM Hourly Total : AM :15 AM :3 AM :45 AM Hourly Total : AM *** BREAK *** Hourly Total : PM :15 PM :3 PM :45 PM Hourly Total : PM :15 PM :3 PM :45 PM Hourly Total : PM Grand Total Approach % Total % Lights % Lights Other Vehicles % Other Vehicles Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrian s % Pedestrian s Ped s App. Tota l Int. Tota l

44 Montgomery County, PA Radnor-Chester Rd/Lancaster Ave Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/Lancaster Ave Site Code: Start Date: 4/27/216 Page No: 2 Radnor Chester Road R T L U P 2 2 U R Lancaster Avenue [EB] Total In Out L T R 4/27/216 7: AM Ending At 4/27/216 6:15 PM Lights Other Vehicles Bicycles on Crosswalk Pedestrians T L U Out In Total Lancaster Avenue [WB] 1 1 P 1 1 P U L T R P Radnor Chester Road Turning Movement Data Plot

45 Montgomery County, PA Radnor-Chester Rd/Lancaster Ave Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/Lancaster Ave Site Code: Start Date: 4/27/216 Page No: 3 Start Time Righ t Turning Movement Peak Hour Data (7:3 AM) Radnor Chester Road Lancaster Avenue Radnor Chester Road Lancaster Avenue Southbound Westbound Northbound Eastbound Righ t on Red Thru Left U- Turn Ped s App. Tota l Righ t Righ t on Red Thru Left U- Turn Ped s App. Tota l Righ t Righ t on Red Thru Left U- Turn Ped s App. Tota l Righ t Righ t on Red Thru Left U- Turn 7:3 AM :45 AM : AM :15 AM Total Approach % Total % PHF Lights % Lights Other Vehicles % Other Vehicles Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrian s % Pedestrian s Ped s App. Tota l Int. Tota l

46 Montgomery County, PA Radnor-Chester Rd/Lancaster Ave Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/Lancaster Ave Site Code: Start Date: 4/27/216 Page No: 4 Radnor Chester Road R T L U P U R Lancaster Avenue [EB] Total In Out L T R Peak Hour Data 4/27/216 7:3 AM Ending At 4/27/216 8:3 AM Lights Other Vehicles Bicycles on Crosswalk Pedestrians T L U Out In Total Lancaster Avenue [WB] P P U L T R P Radnor Chester Road Turning Movement Peak Hour Data Plot (7:3 AM)

47 Montgomery County, PA Radnor-Chester Rd/Lancaster Ave Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/Lancaster Ave Site Code: Start Date: 4/27/216 Page No: 5 Start Time Righ t Turning Movement Peak Hour Data (4:45 PM) Radnor Chester Road Lancaster Avenue Radnor Chester Road Lancaster Avenue Southbound Westbound Northbound Eastbound Righ t on Red Thru Left U- Turn Ped s App. Tota l Righ t Righ t on Red Thru Left U- Turn Ped s App. Tota l Righ t Righ t on Red Thru Left U- Turn Ped s App. Tota l Righ t Righ t on Red Thru Left U- Turn 4:45 PM : PM :15 PM :3 PM Total Approach % Total % PHF Lights % Lights Other Vehicles % Other Vehicles Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrian s % Pedestrian s Ped s App. Tota l Int. Tota l

48 Montgomery County, PA Radnor-Chester Rd/Lancaster Ave Wednesday, April 27, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: Radnor Chester Rd/Lancaster Ave Site Code: Start Date: 4/27/216 Page No: 6 Radnor Chester Road R T L U P 1 1 U R Lancaster Avenue [EB] Total In Out L T R Peak Hour Data 4/27/216 4:45 PM Ending At 4/27/216 5:45 PM Lights Other Vehicles Bicycles on Crosswalk Pedestrians T L U Out In Total Lancaster Avenue [WB] P 3 3 P U L T R P Radnor Chester Road Turning Movement Peak Hour Data Plot (4:45 PM)

49 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Raider Rd Date: Wednesday, November 18, 215 Counter: PB File Name : SS Site Code : Start Date : 11/18/215 Page No : 1 Groups Printed- Cars - Heavy Vehicles King of Prussia Road Northbound King of Prussia Road Southbound Raider Road Eastbound Driveway Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 7: AM :15 AM :3 AM :45 AM Total : AM :15 AM :3 AM :45 AM Total : PM :15 PM :3 PM :45 PM Total : PM :15 PM :3 PM :45 PM Total Grand Total Apprch % Total % Cars % Cars Heavy Vehicles % Heavy Vehicles

50 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Raider Rd Date: Wednesday, November 18, 215 Counter: PB File Name : SS Site Code : Start Date : 11/18/215 Page No : 2 King of Prussia Road Right Thru Left Peds Raider Road Left Thru Right 2 Peds North 11/18/215 7: AM 11/18/215 5:45 PM Cars Heavy Vehicles Right Thru Left Peds Driveway Left Thru Right Peds King of Prussia Road

51 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Raider Rd Date: Wednesday, November 18, 215 Counter: PB File Name : SS Site Code : Start Date : 11/18/215 Page No : 3 King of Prussia Road Northbound King of Prussia Road Southbound Raider Road Eastbound Driveway Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 7:15 AM to 8: AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:15 AM 7:15 AM :3 AM :45 AM : AM Total Volume % App. Total PHF Cars % Cars Heavy Vehicles % Heavy Vehicles King of Prussia Road Right Thru Left Peds Peak Hour Data Total Raider Road Out In Left Thru Right 8 8 Peds North Peak Hour Begins at 7:15 AM Cars Heavy Vehicles Right Thru Left Peds Driveway Left Thru Right Peds King of Prussia Road

52 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Raider Rd Date: Wednesday, November 18, 215 Counter: PB File Name : SS Site Code : Start Date : 11/18/215 Page No : 4 King of Prussia Road Northbound King of Prussia Road Southbound Raider Road Eastbound Driveway Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 5: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 5: PM 5: PM :15 PM :3 PM :45 PM Total Volume % App. Total PHF Cars % Cars Heavy Vehicles % Heavy Vehicles King of Prussia Road Right Thru Left Peds Peak Hour Data Total Raider Road Out In Left Thru 4 4 Right 3 3 Peds North Peak Hour Begins at 5: PM Cars Heavy Vehicles Right Thru Left Peds Driveway Left Thru Right Peds King of Prussia Road

53 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Matson Ford Rd Date: Wednesday, November 18, 215 Tech: RZ File Name : SS Site Code : Start Date : 11/18/215 Page No : 1 Groups Printed- Cars - Heavy Vehicles - RTOR KING OF PRUSSIA RD Northbound KING OF PRUSSIA RD Southbound Parking lot Dr. Eastbound MATSON FORD RD Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 7: AM :15 AM :3 AM :45 AM Total : AM :15 AM :3 AM :45 AM Total *** BREAK *** 4: PM :15 PM :3 PM :45 PM Total : PM :15 PM :3 PM :45 PM Total Grand Total Apprch % Total % Cars % Cars Heavy Vehicles % Heavy Vehicles RTOR % RTOR

54 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Matson Ford Rd Date: Wednesday, November 18, 215 Tech: RZ File Name : SS Site Code : Start Date : 11/18/215 Page No : 2 KING OF PRUSSIA RD Right Thru Left Peds Parking lot Dr Left 9 9 Thru Right Peds 2 2 North 11/18/215 7: AM 11/18/215 5:45 PM Cars Heavy Vehicles RTOR Right Thru Left Peds MATSON FORD RD Left Thru Right Peds KING OF PRUSSIA RD

55 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Matson Ford Rd Date: Wednesday, November 18, 215 Tech: RZ File Name : SS Site Code : Start Date : 11/18/215 Page No : 3 KING OF PRUSSIA RD Northbound KING OF PRUSSIA RD Southbound Parking lot Dr. Eastbound MATSON FORD RD Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 7:15 AM to 8: AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:15 AM 7:15 AM :3 AM :45 AM : AM Total Volume % App. Total PHF Cars % Cars Heavy Vehicles % Heavy Vehicles RTOR % RTOR

56 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Matson Ford Rd Date: Wednesday, November 18, 215 Tech: RZ File Name : SS Site Code : Start Date : 11/18/215 Page No : 4 KING OF PRUSSIA RD Northbound KING OF PRUSSIA RD Southbound Parking lot Dr. Eastbound MATSON FORD RD Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 5: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 5: PM 5: PM :15 PM :3 PM :45 PM Total Volume % App. Total PHF Cars % Cars Heavy Vehicles % Heavy Vehicles.2.1. RTOR % RTOR KING OF PRUSSIA RD Right Thru Left Peds Peak Hour Data Parking lot Dr Left 4 4 Thru 9 9 Right 2 2 Peds North Peak Hour Begins at 5: PM Cars Heavy Vehicles RTOR Right Thru Left Peds MATSON FORD RD Left 7 7 Thru Right Peds KING OF PRUSSIA RD

57 Pennoni Associates Location: Montgomery County, PA Intersection: I476 NB Ramp/Route 3 Date: Wednesday, November 18, 215 Counter: ET/JT File Name : SS Site Code : Start Date : 11/18/215 Page No : 1 Groups Printed- Cars - Heavy Vehicles Hillside Circle Northbound I-476 NB on Ramp Southbound Route 3 Eastbound Route 3 Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 7: AM :15 AM :3 AM :45 AM Total : AM :15 AM :3 AM :45 AM Total *** BREAK *** 4: PM :15 PM :3 PM :45 PM Total : PM :15 PM :3 PM :45 PM Total Grand Total Apprch % Total % Cars % Cars Heavy Vehicles % Heavy Vehicles

58 Pennoni Associates Location: Montgomery County, PA Intersection: I476 NB Ramp/Route 3 Date: Wednesday, November 18, 215 Counter: ET/JT File Name : SS Site Code : Start Date : 11/18/215 Page No : 2 I-476 NB on Ramp Right Thru Left Peds Route Left Thru 25 Right Peds North 11/18/215 7: AM 11/18/215 5:45 PM Cars Heavy Vehicles Right Thru Left Peds Route 3 Left Thru 4 4 Right 7 7 Peds Hillside Circle

59 Pennoni Associates Location: Montgomery County, PA Intersection: I476 NB Ramp/Route 3 Date: Wednesday, November 18, 215 Counter: ET/JT File Name : SS Site Code : Start Date : 11/18/215 Page No : 3 Hillside Circle Northbound I-476 NB on Ramp Southbound Route 3 Eastbound Route 3 Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 7:15 AM to 8: AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:15 AM 7:15 AM :3 AM :45 AM : AM Total Volume % App. Total PHF I-476 NB on Ramp Right Thru Left 2 Peds Peak Hour Data Route Left 156 Thru 4 Right Peds North Peak Hour Begins at 7:15 AM Cars Heavy Vehicles Right Thru Left Peds Route 3 Left 6 Thru 2 Right 2 Peds Hillside Circle

60 Pennoni Associates Location: Montgomery County, PA Intersection: I476 NB Ramp/Route 3 Date: Wednesday, November 18, 215 Counter: ET/JT File Name : SS Site Code : Start Date : 11/18/215 Page No : 4 Hillside Circle Northbound I-476 NB on Ramp Southbound Route 3 Eastbound Route 3 Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 5: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 5: PM 5: PM 27 5:15 PM :3 PM :45 PM Total Volume % App. Total PHF I-476 NB on Ramp Right Thru Left 2 Peds Peak Hour Data Route Left 1647 Thru 14 Right Peds North Peak Hour Begins at 5: PM Cars Heavy Vehicles Right Thru Left Peds Route 3 Left 3 Thru 1 Right 2 Peds Hillside Circle

61 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/North Driveway Date: Wednesday, November 18, 215 Counter: ACB File Name : ss Site Code : Start Date : 11/18/215 Page No : 1 King of Prussia Road Northbound Groups Printed- Cars - Heavy Vehicles King of Prussia Road Southbound North Driveway Westbound Eastbo und Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total App. Total Left Thru Right Peds App. Total Int. Total 7: AM :15 AM :3 AM :45 AM Total : AM :15 AM :3 AM :45 AM Total : PM :15 PM :3 PM :45 PM Total : PM :15 PM :3 PM :45 PM Total Grand Total Apprch % 1 1 Total % Cars % Cars Heavy Vehicles % Heavy Vehicles

62 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/North Driveway Date: Wednesday, November 18, 215 Counter: ACB File Name : ss Site Code : Start Date : 11/18/215 Page No : 2 King of Prussia Road Right Thru Left Peds North 11/18/215 7: AM 11/18/215 5:45 PM Cars Heavy Vehicles Right Thru Left Peds North Driveway Left Thru Right Peds King of Prussia Road

63 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/North Driveway Date: Wednesday, November 18, 215 Counter: ACB File Name : ss Site Code : Start Date : 11/18/215 Page No : 3 King of Prussia Road Northbound King of Prussia Road Southbound North Driveway Westbound Eastbo und Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 7:15 AM to 8: AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:15 AM 7:15 AM :3 AM :45 AM : AM Total Volume % App. Total 1 1 PHF Cars % Cars Heavy Vehicles % Heavy Vehicles King of Prussia Road Right Thru Left Peds Peak Hour Data North Peak Hour Begins at 7:15 AM Cars Heavy Vehicles Right Thru Left Peds North Driveway Left Thru Right Peds King of Prussia Road

64 Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/North Driveway Date: Wednesday, November 18, 215 Counter: ACB File Name : ss Site Code : Start Date : 11/18/215 Page No : 4 King of Prussia Road Northbound King of Prussia Road Southbound Eastbo und North Driveway Westbound Start Time Left Thru Righ Peds App. Total t Left Thru Right Peds App. Total App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 5: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 5: PM 5: PM :15 PM :3 PM :45 PM Total Volume % App. Total 1 1 PHF Cars % Cars Heavy Vehicles % Heavy Vehicles

65 Pennoni Associates Location: Montgomery County, PA South Driveway Date: Wednesday, November 18, 215 Counter: PG File Name : SS Site Code : Start Date : 11/18/215 Page No : 1 King of Prussia Road Northbound Groups Printed- Cars - Heavy Vehicles King of Prussia Road Southbound South Driveway Westbound Eastbo und Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total App. Total Left Thru Right Peds App. Total Int. Total 7: AM :15 AM :3 AM :45 AM Total : AM :15 AM :3 AM :45 AM Total : PM :15 PM :3 PM :45 PM Total : PM :15 PM :3 PM :45 PM Total Grand Total Apprch % 1 1 Total % Cars % Cars Heavy Vehicles % Heavy Vehicles

66 Pennoni Associates Location: Montgomery County, PA South Driveway Date: Wednesday, November 18, 215 Counter: PG File Name : SS Site Code : Start Date : 11/18/215 Page No : 2 King of Prussia Road Right Thru Left Peds North 11/18/215 7: AM 11/18/215 5:45 PM Cars Heavy Vehicles Right Thru Left Peds South Driveway Left Thru Right Peds King of Prussia Road

67 Pennoni Associates Location: Montgomery County, PA South Driveway Date: Wednesday, November 18, 215 Counter: PG File Name : SS Site Code : Start Date : 11/18/215 Page No : 3 King of Prussia Road Northbound King of Prussia Road Southbound South Driveway Westbound Eastbo und Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 7:15 AM to 8: AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:15 AM 7:15 AM :3 AM :45 AM : AM Total Volume % App. Total 1 1 PHF Cars % Cars Heavy Vehicles % Heavy Vehicles

68 Pennoni Associates Location: Montgomery County, PA South Driveway Date: Wednesday, November 18, 215 Counter: PG File Name : SS Site Code : Start Date : 11/18/215 Page No : 4 King of Prussia Road Northbound King of Prussia Road Southbound Eastbo und South Driveway Westbound Start Time Left Thru Righ t Peds App. Total Left Thru Right Peds App. Total App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 5: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 5: PM 5: PM :15 PM :3 PM :45 PM Total Volume % App. Total 1 1 PHF Cars % Cars Heavy Vehicles % Heavy Vehicles King of Prussia Road Right Thru Left Peds Peak Hour Data North Peak Hour Begins at 5: PM Cars Heavy Vehicles Right Thru Left Peds South Driveway Left Thru Right Peds King of Prussia Road

69 Pennoni Associates Location: Montgomery County, PA Intersection: 476NB Off/Rt. 3/ KOP Rd. Date: Tuesday, November 24, 215 Counter: ET / JT File Name : SS Site Code : Start Date : 11/24/215 Page No : 1 Groups Printed- Cars - Heavy Vehicles - RTOR I-476 NB Off Ramp Northbound King of Prussia Road Southbound Route 3 Eastbound Route 3 Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total 7: AM :15 AM :3 AM :45 AM Total : AM :15 AM :3 AM :45 AM Total *** BREAK *** 4: PM :15 PM :3 PM :45 PM Total : PM :15 PM :3 PM :45 PM Total Grand Total Cars % Cars Heavy Vehicles % Heavy Vehicles RTOR % RTOR

70 Pennoni Associates Location: Montgomery County, PA Intersection: 476NB Off/Rt. 3/ KOP Rd. Date: Tuesday, November 24, 215 Counter: ET / JT File Name : SS Site Code : Start Date : 11/24/215 Page No : 2 King of Prussia Road Right 7 7 Thru Left Peds Route Left Thru Right Peds North 11/24/215 7: AM 11/24/215 5:45 PM Cars Heavy Vehicles RTOR Right Thru Left Peds Route 3 Left Thru Right Peds I-476 NB Off Ramp

71 Pennoni Associates Location: Montgomery County, PA Intersection: 476NB Off/Rt. 3/ KOP Rd. Date: Tuesday, November 24, 215 Counter: ET / JT File Name : SS Site Code : Start Date : 11/24/215 Page No : 3 I-476 NB Off Ramp Northbound King of Prussia Road Southbound Route 3 Eastbound Route 3 Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 7:15 AM to 8: AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 7:15 AM 7:15 AM :3 AM :45 AM : AM Total Volume % App. Total PHF Cars % Cars Heavy Vehicles % Heavy Vehicles RTOR % RTOR King of Prussia Road Right Thru Left Peds Peak Hour Data Route Left Thru Right Peds North Peak Hour Begins at 7:15 AM Cars Heavy Vehicles RTOR Right Thru Left Peds Route 3 Left Thru Right Peds I-476 NB Off Ramp

72 Pennoni Associates Location: Montgomery County, PA Intersection: 476NB Off/Rt. 3/ KOP Rd. Date: Tuesday, November 24, 215 Counter: ET / JT File Name : SS Site Code : Start Date : 11/24/215 Page No : 4 I-476 NB Off Ramp Northbound King of Prussia Road Southbound Route 3 Eastbound Route 3 Westbound Start Time Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Left Thru Right Peds App. Total Int. Total Peak Hour Analysis From 5: PM to 5:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 5: PM 5: PM :15 PM :3 PM :45 PM Total Volume % App. Total PHF Cars % Cars Heavy Vehicles % Heavy Vehicles RTOR % RTOR King of Prussia Road Right Thru Left Peds Peak Hour Data Route Left Thru Right Peds North Peak Hour Begins at 5: PM Cars Heavy Vehicles RTOR Right Thru Left Peds Route 3 Left Thru Right Peds I-476 NB Off Ramp

73 Montgomery County, PA US 3/I476 SB Ramps Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: US 3 / I-476 Sb Ramps Site Code: Start Date: 9/8/216 Page No: 1 Start Time Turning Movement Data US 3 I-476 Sb Ramps US 3 Westbound Northbound Eastbound Thru Left U-Turn Peds App. Total Right Right on Red Left U-Turn Peds App. Total Right Right on Red Thru U-Turn Peds 7: AM :15 AM :3 AM :45 AM Hourly Total : AM :15 AM :3 AM :45 AM Hourly Total : AM *** BREAK *** Hourly Total 4: PM :15 PM :3 PM :45 PM Hourly Total : PM :15 PM :3 PM :45 PM Hourly Total Grand Total Approach % Total % Lights % Lights Buses % Buses Trucks % Trucks Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrians % Pedestrians App. Total Int. Total

74 Montgomery County, PA US 3/I476 SB Ramps Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: US 3 / I-476 Sb Ramps Site Code: Start Date: 9/8/216 Page No: 2 US 3 [EB] T R U P 9/8/216 7: AM Ending At 9/8/216 6: PM Lights Buses Trucks Bicycles on Crosswalk Pedestrians T L U P Out In Total US 3 [WB] U L R P I-476 Sb Ramps [NB] Turning Movement Data Plot

75 Montgomery County, PA US 3/I476 SB Ramps Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: US 3 / I-476 Sb Ramps Site Code: Start Date: 9/8/216 Page No: 3 Start Time Turning Movement Peak Hour Data (7:45 AM) US 3 I-476 Sb Ramps US 3 Westbound Northbound Eastbound Thru Left U-Turn Peds App. Total Right Right on Red Left U-Turn Peds App. Total Right Right on Red Thru U-Turn Peds 7:45 AM : AM :15 AM :3 AM Total Approach % Total % PHF Lights % Lights Buses % Buses Trucks % Trucks Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrians % Pedestrians App. Total Int. Total

76 Montgomery County, PA US 3/I476 SB Ramps Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: US 3 / I-476 Sb Ramps Site Code: Start Date: 9/8/216 Page No: 4 Total U Peak Hour Data T Out US 3 [EB] In Out T R P 9/8/216 7:45 AM Ending At 9/8/216 8:45 AM Lights Buses Trucks Bicycles on Crosswalk Pedestrians L U P In Total US 3 [WB] U L R P I-476 Sb Ramps [NB] Turning Movement Peak Hour Data Plot (7:45 AM)

77 Montgomery County, PA US 3/I476 SB Ramps Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: US 3 / I-476 Sb Ramps Site Code: Start Date: 9/8/216 Page No: 5 Start Time Turning Movement Peak Hour Data (5: PM) US 3 I-476 Sb Ramps US 3 Westbound Northbound Eastbound Thru Left U-Turn Peds App. Total Right Right on Red Left U-Turn Peds App. Total Right Right on Red Thru U-Turn Peds 5: PM :15 PM :3 PM :45 PM Total Approach % Total % PHF Lights % Lights Buses % Buses Trucks % Trucks Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrians % Pedestrians App. Total Int. Total

78 Montgomery County, PA US 3/I476 SB Ramps Thursday, September 8, 216 Location: , Baker Rd Coatesville, Pennsylvania, United States Serving Transportation Professionals Since 1995 Count Name: US 3 / I-476 Sb Ramps Site Code: Start Date: 9/8/216 Page No: 6 Total U Peak Hour Data T Out US 3 [EB] In Out T R P 9/8/216 5: PM Ending At 9/8/216 6: PM Lights Buses Trucks Bicycles on Crosswalk Pedestrians L U P In Total US 3 [WB] U L R P I-476 Sb Ramps [NB] Turning Movement Peak Hour Data Plot (5: PM)

79 Traffic Signal Design Report King of Prussia Road & Raider Road UPHS154 APPENDICES KING OF PRUSSIA ROAD & RAIDER ROAD RADNOR TOWNSHIP PENNSYLVANIA APPENDIX B TRIP GENERATION

80 The following is a description of the development of a trip generation rate for the proposed Penn Medicine mixed use medical facility at 145 King of Prussia Road. The development of the trip rate is based on the trips generated by the existing facilities. The Institute of Transportation Engineers Trip Generation Manual, 9 th Edition describes a medical-dental office building as follows: A medical-dental office building is a facility that provides diagnoses and outpatient care on a routine basis but is unable to provide prolonged in-house medical and surgical care. One or more private physicians or dentists generally operate this type of facility. For the AM Peak of the adjacent roadway, the Trip Generation Rate was derived based on 23 studies. For 22 of the 23 studies, the gross floor area of the buildings was less than 7, SF. For the PM Peak of the adjacent roadway, the Trip Generation Rate was derived based on 43 studies. For 41 of the 43 studies, the gross floor area of the buildings was less than 7, SF. The proposed Penn Medicine facility for 145 King of Prussia Road has a gross floor area of 25, SF, more than triple the size of 9% of the facilities used by ITE to derive trip generation data. Therefore, the proposed facility is very different from those used to derive ITE trip generation data. Furthermore, unlike private physician practices, the proposed Penn Medicine facility will include a number of treatment facilities that are uncommon in a typical medical office and that occupy are larger portion of the gross square floor area of the building, while not accommodating a larger number of patients. These facilities include ambulatory operating rooms, endoscopy rooms, chemotherapy treatment areas, radiological imaging rooms and radiation oncology treatment areas. It is for these reasons, that the ITE trip generation is not appropriate to use for the proposed Penn Medicine site at 145 King of Prussia Road. Proposed Trip Generation for 145 King of Prussia. The following is a proposal for the development of a trip generation rate for the proposed 25, SF Penn Medicine mixed medical facility at 145 King of Prussia Road. The development of the trip rate is based on the trips generated by three existing ambulatory care facilities and it is for the peak hour of the adjacent street (King of Prussia Road) which, based on traffic counts, is 7:15-8:15 AM and 5: 6: PM. EXISTING RADNOR PENN MEDICINE Penn currently operates an existing 171, square foot ambulatory care facility at 25 King of Prussia Road. The facility has 2 parking structures and multiple surface lots that provide 317 parking spaces. The facility also leases 41 parking spaces in the adjacent Radnor Court parking lot and there are 195 spaces available for employee parking at the lot located at 145 King of Prussia Road (near the Septa station). Traffic counts were performed at the parking lot driveways to

81 record the entry and exit trips generated by the existing Penn Medicine facility and develop a trip generation rate. The east side of the parking lot at 145 King of Prussia Road is also utilized by Septa employees and by commuters accessing the adjacent Septa station. In addition to the driveway counts, we counted the number of vehicles that parked near King of Prussia Road, and those that parked near the SEPTA facility. Based on these observations of the occupancy of the lot and the location of parked vehicles it is estimated that approximately 53% of the vehicles utilizing the lot are employees of the Penn Medicine mixed use facility. The following is a summary of trip data collected through driveway counts: RADNOR PENN MEDICINE DRIVEWAY COUNTS Location AM PEAK PM PEAK DAILY IN OUT IN OUT IN OUT On-Site Parking ,134 2,134 Off-Site Parking Total ,293 2,293 The existing Penn Medicine ambulatory care facility is 171, SF with 165 exam or treatment rooms. For the purpose of this exercise, each exam room and each treatment room regardless of type will be considered a patient position. The top two floors (approximately 46,7 SF) of the existing Radnor Penn Medicine facility are general office. The trip generation for the office portion of the existing facility was calculated using the ITE Trip Generation Manual. RADNOR PENN MEDICINE OFFICE TRIPS Land Use Size Daily Trips Peak Hour Trips Inbound Outbound Total Office (71) 46.7 ksf (AM) 9(AM) 73 12(PM) 58(PM) 7 The trips associated with the ambulatory care portion of the Radnor Penn Medicine facility were calculated using the driveway data and subtracting the calculated trips generated by the office portion of the development: Total trips at Radnor (driveway + offsite) - ITE trip generation for office portion = Trips associated with medical practice (TAMP) RADNOR PENN MEDICINE MEDICAL MIXED USE TRIPS Location AM PEAK PM PEAK DAILY IN OUT IN OUT IN OUT Total recorded trips ,293 2,293 Office Trips (ITE) Remaining Trips (TAMP) ,35 2,36

82 The trips generation rate for the ambulatory care portion of the Radnor Penn Medicine facility was calculated for the independent variable patient positions using the trips associated with medical practice (TAMP) and dividing by the number of patient positions: TAMP/ patient positions = Trip generation rate per patient position Average Daily Average Peak Land Use Size Trips Rate Hour Trip Rate Medical/Mixed Use 189 Patient Positions (.68 in/.32 out) (.37 in/.63 out) Driveway counts were also conducted at the Valley Forge Penn Medicine ambulatory care facility located at 11 Chesterbrook Blvd. in Berwyn PA. The Valley Forge Penn Medical Center has 149 exam or treatment rooms (patient positions) and all of the trips generated by the site are related to the medical uses. The recorded driveway trips are summarized below: VALLY FORGE PENN MEDICINE DRIVEWAY COUNTS AM PM Location AM PEAK PM PEAK DAILY IN OUT IN OUT IN OUT Valley Forge Penn Medicine The trip generation rates for the Valley Forge Penn Medicine ambulatory care facility was calculated using the collected driveway data for the independent variable patient position using the driveway data: VALLEY FORGE PENN MEDICINE TRIPS Average Daily Peak Hour Land Use Size Trips Rate Trip Rate AM Medical/Mixed Use 149 Patient Positions (.92 in/.8 out) (.2 in/.8 out) Driveway counts were also conducted at the Fern Hill Medical Campus located at 915 Old Fern Hill Road in West Chester, PA. Fern Hill Medical Campus is 154,826 SF with 239 patient positions and all of the trips generated by the site are related to the medical uses. The recorded driveway trips are summarized below: PM

83 FERN HILL MEDICAL CAMPUS DRIVEWAY COUNTS Location AM PEAK PM PEAK DAILY IN OUT IN OUT IN OUT Fern Hill Medical Campus The trip generation rates for the ambulatory care facility mixed use/medical portion of the Fern Hill Medical Campus ambulatory care facility was calculated using the collected driveway data for the independent variable patient positions using the driveway data: FERN HILL MEDICAL CAMPUS MIXED USE TRIPS Independent Variable Patient Positions Average Daily Peak Hour Land Use Size Trips Rate Trip Rate AM Medical/Mixed Use 223 positions (.79 in/.21 out) (.27 in/.73 out) The following is a comparison of the trip generation rates calculated for the Radnor Penn Medicine ambulatory care facility, the Valley Forge Penn Medicine ambulatory care facility, The Fern Hill ambulatory care facility and the average of the three: COMPARISON OF CALCULATED TRIP RATES FOR MEDICAL MIXED USE (Trips/Patient Position) Avg. Daily Peak Hour Location Trip Rate Trips Rates AM PM Radnor (124,3 SF/ 189 PP) (.68 in/.32 out) (.37 in/.63 out) Valley Forge (88,3 SF/ 149 PP) (.92 in/.8 out) (.2 in/.8 out) Fern Hill (154,826 SF/ 223 PP) (.79 in/.21 out) (.27 in/.73 out) Average (.5 in/.5 out) (.77 in/.23 out) (.29 in/.71 out) PROPOSED PENN MEDICINE MEDICAL MIXED USE PM The proposed 47, SF Penn Medicine development at 145 King of Prussia Road will have a 25, SF building dedicated to mixed medical use with 271 patient positions. The following is a comparison of the trips generated by the 25, SF medical portion of the site using patient positions as an independent variable:

84 Method (Land Use) Size AM Rate AM Trips PM Rate PM Trips Calculated - Medical Use 271 Patient Pos (Trips/Patient Position) (Average Rate)

85 Trip Generation Calculations Using Developed rates for Mixed Medical Use Land Use Code Size Unit of Measure Weekday Trips AM Trips PM Trips In Out Total In Out Total In Out Total 25, SF Medical Mixed Use* Patient Positions 2,442 2,442 4, (271 PP) General Office Building (ITE Land Use 71) 15, SF 1, SF GFA , Hotel (ITE Land Use 31) 75, SF (12 rooms) Rooms Total 3,759 3,759 7, * Trip generation calculated using calculated trip rates for Medical Mixed Use based on observations of similar facilities

86 Traffic Signal Design Report King of Prussia Road & Raider Road UPHS154 APPENDICES KING OF PRUSSIA ROAD & RAIDER ROAD RADNOR TOWNSHIP PENNSYLVANIA APPENDIX C 22 & 225 VOLUME DEVELOPMENT WORKSHEETS

87 Volume Development Table University of Pennsylvania Health Systems Weekday AM Existing Site Trips New Trips AM AM Traffic Volumes Count in 73 out in 154 out Total mvmt mvmt no Data base % vol % vol Base Base No Build No Build % vol % vol Trips Build Build King of Prussia Road (N/S) eb left and eb thru 2 Parking Drive/ eb right Matsonford Road (E/W) wb left wb thru wb right nb left nb thru nb right sb left sb thru sb right King of Prussia Road (E/W) eb left and eb thru Radnor Chester Road (N/S) eb right wb left wb thru wb right nb left nb thru nb right sb left sb thru sb right King of Prussia Road (N/S) wb left and wb right Septa Driveway (W) nb thru nb right sb left sb thru King of Prussia Road (N/S) wb left and wb right N. Driveway (Exit Only) nb thru sb thru King of Prussia Road (N/S) eb left and eb thru 2 Raider Road(E/W) eb right wb left wb right nb left nb thru nb right sb left sb thru sb right King of Prussia Road (N/S) wb left and wb right Southern Driveway (E/W) nb thru nb right sb left sb thru /12/218

88 Volume Development Table University of Pennsylvania Health Systems Weekday AM Existing Site Trips New Trips AM AM Traffic Volumes Count in 73 out in 154 out Total mvmt mvmt no Data base % vol % vol Base Base No Build No Build % vol % vol Trips Build Build Lancaster Avenue (E/W) eb left and eb thru I-476 NB Off Ramps/ wb thru King of Prussia Road (N/S) wb right nb left nb thru nb right sb left sb right Lancaster Avenue (E/W) eb thru and eb right I-476 SB Off Ramps (N/S) wb left wb thru nb left nb right Lancaster Avenue (E/W) eb left and eb thru I-476 NB On Ramp/ eb right Hillside Circuit (N/S) wb left wb thru wb right nb left nb thru nb right Lancaster Avenue (E/W) eb left and eb thru Radnor Chester Road (N/S) eb right wb left wb thru wb right nb left nb thru nb right sb left sb thru sb right /12/218

89 Volume Development Table University of Pennsylvania Health Systems Weekday PM Existing Site Trips New Trips PM PM Traffic Volumes Count in 462 out in 425 out Total mvmt mvmt no Data base % vol % vol Base Base No Build No Build % vol % vol Trips Build Build King of Prussia Road (N/S) eb left and eb thru Parking Drive/ eb right Matsonford Road (E/W) wb left wb thru wb right nb left nb thru nb right sb left sb thru sb right King of Prussia Road (E/W) eb left and eb thru Radnor Chester Road (N/S) eb right wb left wb thru wb right nb left nb thru nb right sb left sb thru sb right King of Prussia Road (N/S) wb left and wb right Septa Driveway (W) nb thru nb right sb left sb thru King of Prussia Road (N/S) wb left and wb right N. Driveway (Exit Only) nb thru sb thru King of Prussia Road (N/S) eb left and eb thru 2 Raider Road(E/W) eb right wb left wb right nb left nb thru nb right sb left sb thru sb right King of Prussia Road (N/S) wb left and wb right Southern Driveway (E/W) nb thru nb right sb left sb thru /12/218

90 Volume Development Table University of Pennsylvania Health Systems Weekday PM Existing Site Trips New Trips PM PM Traffic Volumes Count in 462 out in 425 out Total mvmt mvmt no Data base % vol % vol Base Base No Build No Build % vol % vol Trips Build Build Lancaster Avenue (E/W) eb left and eb thru I-476 NB Off Ramps/ wb thru King of Prussia Road (N/S) wb right nb left nb thru nb right sb left sb right Lancaster Avenue (E/W) eb thru and eb right I-476 SB Off Ramps (N/S) wb left wb thru nb left nb right Lancaster Avenue (E/W) eb left and eb thru I-476 NB On Ramp/ eb right Hillside Circuit (N/S) wb left wb thru wb right nb left nb thru nb right Lancaster Avenue (E/W) eb left and eb thru Radnor Chester Road (N/S) eb right wb left wb thru wb right nb left nb thru nb right sb left sb thru sb right /12/218

91 Traffic Signal Design Report King of Prussia Road & Raider Road UPHS154 APPENDICES KING OF PRUSSIA ROAD & RAIDER ROAD RADNOR TOWNSHIP PENNSYLVANIA APPENDIX D TRAFFIC SIGNAL WARRANTS

92 TRAFFIC SIGNAL WARRANT ANALYSIS TRAFFIC VOLUMES SUMMARIES King of Prussia & Raider Manual Count Manual Traffic Counts KOP Rd NB Left/Thru KOP Rd SB Thru/Right Raider Rd EB Left/Right Start Time 7: AM 1, : AM 1, : PM : PM 292 1,38 48 Mixed Use Weekday Trips Land Use : Variable: AM PM WEEKDAY Entering Exiting Total Entering Exiting Total Entering Exiting Total Mixed Use Weekday Trips 475, SF ,759 3,759 7,518 Start Time 7: AM 8: AM 4: PM 5: PM Mixed Use Entering Trips Est. % Daily Entering Trips 11.4% % % % 119 Mixed Use Exiting Trips Est. % Daily Exiting Trips 2.4% % % % 319 For the purposes of this evalutaion, the 8 AM and 4 PM hours were the peak hours for the AM and PM peak periods respectively. For 7-8 AM and 5-6 PM, a 25% reduction was taken from the peak period trips to obtain these trips for entering and exiting vehicles. King of Prussia Rd NB Left/Thru (Existing) King of Prussia Rd NB Right 1 (Proposed) King of Prussia Rd King of Prussia Rd Site NB Thru 2 (Proposed) King of Prussia Rd SB Thru/Right (Existing) King of Prussia SB left 3 (Proposed) King of Prussia Site SB Thru 4 (Proposed) Site Driveway/Raider Rd Raider Road Site Driveway 5 Start Time 7: AM 1, : AM 1, : PM : PM , Aprox. 64% of entering site trips 2 Aprox. 1 % of entering trips + 1% of exiting trips 3 Aprox. 9% of entering site trips 4 Aprox. 1 % of entering trips + 1% of exiting trips 5 Aprox. 78 % of exiting trips King of Prussia Rd & Site Driveway/Raider Road Warrant Volumes Major Street King of King of Prussia Rd Prussia Rd NB SB Left/Thru/Right Left/Thru/Rig ht Raider Road Minor Streets Site Driveway Peak Hr Warrant Met 4 Hr Warrant Start Time Minor Street Major Street Met 7: AM 1, ,76 Y Y 8: AM 1, ,92 Y Y 4: PM ,34 Y Y 5: PM 383 1, ,465 Y Y

93 Page Edition Figure 4C-1. Warrant 2, Four-Hour Vehicular Volume MAJOR STREET TOTAL OF BOTH APPROACHES VEHICLES PER HOUR (VPH) *Note: 115 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 8 vph applies as the lower threshold volume for a minor-street approach with one lane. 115* 8* 5 2 OR MORE LANES & 2 OR MORE LANES MINOR STREET HIGHER- VOLUME APPROACH - VPH OR MORE LANES & 1 LANE 1 LANE & 1 LANE

94 29 Edition Page MAJOR STREET TOTAL OF BOTH APPROACHES VEHICLES PER HOUR (VPH) *Note: 15 vph applies as the lower threshold volume for a minor-street approach with two or more lanes and 1 vph applies as the lower threshold volume for a minor-street approach with one lane. 6 Figure 4C-3. Warrant 3, Peak Hour MINOR STREET HIGHER- VOLUME APPROACH - VPH OR MORE LANES & 2 OR MORE LANES 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 15* 1 1*

95 Traffic Signal Design Report King of Prussia Road & Raider Road UPHS154 APPENDICES KING OF PRUSSIA ROAD & RAIDER ROAD RADNOR TOWNSHIP PENNSYLVANIA APPENDIX E TURN LANE WARRANT ANALYSIS WORKSHEETS

96

97 Figure 1. Warrant for left turn lanes on two-lane roadways (speeds to 35 mph, unsignalized and signalized intersections) (L = % Left Turns in Advancing Volume) Left Turn Lane Warranted 165, 416 Left Turn Lane Not Warranted 4%3%2%15% 1% 5% 4% 3% 2% 1% Advancing Volume (VPH) Volume Data Point 1.7% Opposing Volume (VPH)

98

99 Figure 1. Warrant for left turn lanes on two-lane roadways (speeds to 35 mph, unsignalized and signalized intersections) (L = % Left Turns in Advancing Volume) 429, 1136 Left Turn Lane Warranted Left Turn Lane Not Warranted 4%3%2%15% 1% 5% 4% 3% 2% 1% Advancing Volume (VPH) Volume Data Point 5.6% Opposing Volume (VPH)

100

101 Figure 9. Warrant for right turn lanes on two-lane roadways (4 mph or lower speeds, unsignalized and signalized intersections) Right Turn Lane Warranted Right Turn Lane Not Warranted Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)

102

103 Figure 1. Warrant for left turn lanes on two-lane roadways (speeds to 35 mph, unsignalized and signalized intersections) (L = % Left Turns in Advancing Volume) Left Turn Lane Warranted 12, 433 Left Turn Lane Not Warranted 4%3%2%15% 1% 5% 4% 3% 2% 1% Advancing Volume (VPH) Volume Data Point 5.3% Opposing Volume (VPH)

104

105 Figure 1. Warrant for left turn lanes on two-lane roadways (speeds to 35 mph, unsignalized and signalized intersections) (L = % Left Turns in Advancing Volume) 416, 165 Left Turn Lane Warranted Left Turn Lane Not Warranted 4%3%2%15% 1% 5% 4% 3% 2% 1% Advancing Volume (VPH) Volume Data Point 12.5% Opposing Volume (VPH)

106

107 Figure 1. Warrant for left turn lanes on two-lane roadways (speeds to 35 mph, unsignalized and signalized intersections) (L = % Left Turns in Advancing Volume) Left Turn Lane Warranted 1152, 427 Left Turn Lane Not Warranted 4%3%2%15% 1% 5% 4% 3% 2% 1% Advancing Volume (VPH) Volume Data Point 1.2% Opposing Volume (VPH)

108

109 Figure 7. Warrant for left turn lanes on four-lane, undivided highways (unsignalized and signalized intersections) (L = % Left Turns in Advancing Volume) Volume Data Point Left Turn Lane Warranted Left Turn Lane Not Warranted 5% 5% 3% 2% 1% 2% 15% 1%, Advancing Volume (VPH) Opposing Volume (VPH)

110

111 Figure 1. Warrant for left turn lanes on two-lane roadways (speeds to 35 mph, unsignalized and signalized intersections) (L = % Left Turns in Advancing Volume) Left Turn Lane Warranted 1427, 428 Left Turn Lane Not Warranted 4%3%2%15% 1% 5% 4% 3% 2% 1% Advancing Volume (VPH) Volume Data Point.1% Opposing Volume (VPH)

112

113 Figure 9. Warrant for right turn lanes on two-lane roadways (4 mph or lower speeds, unsignalized and signalized intersections) 1134, 116 Right Turn Lane Warranted Right Turn Lane Not Warranted Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)

114

115 Figure 9. Warrant for right turn lanes on two-lane roadways (4 mph or lower speeds, unsignalized and signalized intersections) Right Turn Lane Warranted Right Turn Lane Not Warranted 433, Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)

116

117 Figure 9. Warrant for right turn lanes on two-lane roadways (4 mph or lower speeds, unsignalized and signalized intersections) Right Turn Lane Warranted Right Turn Lane Not Warranted Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)

118

119 Figure 9. Warrant for right turn lanes on two-lane roadways (4 mph or lower speeds, unsignalized and signalized intersections) 429, 11 Right Turn Lane Warranted Right Turn Lane Not Warranted Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)

120

121 Figure 11. Warrant for right turn lanes on four-lane roadways (4 mph or lower speeds, unsignalized and signalized intersections) Right Turn Lane Warranted Right Turn Lane Not Warranted 1654, Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)

122