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

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) 325-56 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

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... 2 22 & 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

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, 215 2. King of Prussia Road & Radnor Chester Road (SR 121) April 27, 216 3. King of Prussia Road & Existing Northern Site Driveway April 27, 216 4. King of Prussia Road & Existing Raider Road/Site Driveway November 18, 215 5. King of Prussia Road & Existing Southern Site Driveway April 27, 216 6. Lancaster Avenue (SR 3) & King of Prussia Road / I-476 NB Off Ramp November 18, 215 7. Lancaster Avenue (SR 3) & I-476 SB On/Off Ramps September 15, 216 8. Lancaster Avenue (SR 3) & I-476 NB On Ramp Hillside Circle November 18, 215 9. 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

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

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 18.2 5% 5% 1.6 77% 23% 1.6 29% 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 11.3 5% 5% 1.56 88% 12% 1.49 17% 83% 3

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 8.17 5% 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 4,883 334 1 434 83 24 287 (271 PP) General Office Building (ITE Land Use 71) 15, SF 1, SF GFA 827 827 1,655 26 28 234 38 186 224 Hotel (ITE Land Use 31) 75, SF (12 rooms) Rooms 49 49 98 38 26 64 37 35 72 Total 3,759 3,759 7,518 577 154 731 158 425 583 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

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

PENN MEDICINE Pennoni Associates Inc. Consulting Engineers UPHS 154 FIGURE 3 225 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

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

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

Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Northbound Left from Major 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 131.6 Critical Gaps (4.1 sec) Follow-up Gaps (2.2 sec) Total Gaps 7: AM 6 2 4 4 3 3 2 3 2 2 2 11 38 285 323 7:15 AM 24 9 1 5 2 3 4 1 1 1 1 9 37 233 27 7:3 AM 19 6 3 3 2 3 4 4 1 1 7 34 236 27 7:45 AM 7 1 4 5 3 3 3 1 2 2 2 1 36 269 35 8: AM 8 3 4 4 3 2 5 2 2 2 2 2 8 39 264 33 8:15 AM 7 4 1 2 4 2 1 3 4 2 1 12 36 289 325 8:3 AM 1 4 2 2 2 2 2 3 2 2 9 3 39 339 8:45 AM 11 6 4 2 6 2 2 2 4 2 1 3 9 43 268 311 9: AM 4: PM 56 14 11 8 7 5 1 1 2 1 1 1 51 18 159 4:15 PM 42 15 1 5 5 3 1 2 1 2 2 1 1 2 48 133 181 4:3 PM 68 17 15 5 6 1 2 1 47 67 114 4:45 PM 73 19 14 6 6 2 3 1 1 1 1 51 95 146 5: PM 88 13 8 4 2 1 1 1 28 32 6 5:15 PM 81 17 4 2 1 4 1 2 3 3 63 93 5:3 PM 84 25 18 5 2 1 3 1 54 58 112 5:45 PM 5 21 17 1 2 3 1 1 3 2 53 13 156 6: PM AM Peak 58 19 12 17 1 8 15 11 4 4 1 5 6 34 146 12 1148 PM Peak 33 76 47 21 5 1 4 6 4 1 3 2 165 256 421

Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Southbound Left from Major 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 131.6 Critical Gaps (4.1 sec) Follow-up Gaps (2.2 sec) Total Gaps 7: AM 44 9 9 2 3 2 3 2 1 2 1 3 5 41 166 27 7:15 AM 84 14 11 3 1 2 3 2 2 37 88 125 7:3 AM 95 5 8 3 2 1 1 19 38 57 7:45 AM 18 15 4 2 1 1 1 1 25 28 53 8: AM 17 16 5 3 2 2 1 1 3 41 71 8:15 AM 17 16 4 1 2 1 1 1 25 25 5 8:3 AM 9 16 5 4 3 2 2 1 1 34 71 15 8:45 AM 76 15 5 2 4 3 2 2 1 2 34 71 15 9: AM 4: PM 16 7 1 9 2 2 6 1 2 1 3 2 5 5 54 24 294 4:15 PM 14 9 5 8 3 2 5 1 1 2 4 1 1 7 49 239 288 4:3 PM 26 5 4 5 5 3 1 2 2 12 39 261 3 4:45 PM 18 11 8 4 4 2 2 2 2 1 1 1 46 237 283 5: PM 12 3 5 1 2 3 5 4 3 3 1 1 7 38 285 323 5:15 PM 17 5 4 1 3 5 2 2 1 2 5 1 1 7 38 26 298 5:3 PM 9 5 7 6 2 3 3 3 3 3 3 1 3 7 48 262 31 5:45 PM 12 8 5 7 5 2 4 2 1 2 1 3 7 47 249 296 6: PM AM Peak 394 5 28 11 4 5 1 2 5 2 1 4 111 195 36 PM Peak 5 21 21 15 12 13 14 11 7 9 11 3 8 28 171 156 1227

Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Eastbound Right from Minor 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 131.6 Critical Gaps (6.2 sec) Follow-up Gaps (3.3 sec) Total Gaps 7: AM 6 2 4 4 3 3 2 3 2 2 2 11 36 162 198 7:15 AM 24 9 1 5 2 3 4 1 1 1 1 9 28 132 16 7:3 AM 19 6 3 3 2 3 4 4 1 1 7 28 134 162 7:45 AM 7 1 4 5 3 3 3 1 2 2 2 1 35 151 186 8: AM 8 3 4 4 3 2 5 2 2 2 2 2 8 36 146 182 8:15 AM 7 4 1 2 4 2 1 3 4 2 1 12 32 166 198 8:3 AM 1 4 2 2 2 2 2 3 2 2 9 26 183 29 8:45 AM 11 6 4 2 6 2 2 2 4 2 1 3 9 37 15 187 9: AM 4: PM 56 14 11 8 7 5 1 1 2 1 1 1 38 44 82 4:15 PM 42 15 1 5 5 3 1 2 1 2 2 1 1 2 34 64 98 4:3 PM 68 17 15 5 6 1 2 1 28 25 53 4:45 PM 73 19 14 6 6 2 3 1 1 1 1 34 37 71 5: PM 88 13 8 4 2 1 1 1 17 9 26 5:15 PM 81 17 4 2 1 4 1 2 3 16 29 45 5:3 PM 84 25 18 5 2 1 3 1 29 18 47 5:45 PM 5 21 17 1 2 3 1 1 3 2 37 42 79 6: PM AM Peak 58 19 12 17 1 8 15 11 4 4 1 5 6 34 127 563 69 PM Peak 33 76 47 21 5 1 4 6 4 1 3 2 99 98 197

Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Westbound Right from Minor 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 131.6 Critical Gaps (6.2 sec) Follow-up Gaps (3.3 sec) Total Gaps 7: AM 44 9 9 2 3 2 3 2 1 2 1 3 5 33 86 119 7:15 AM 84 14 11 3 1 2 3 2 2 24 41 65 7:3 AM 95 5 8 3 2 1 1 15 15 3 7:45 AM 18 15 4 2 1 1 1 1 1 12 22 8: AM 17 16 5 3 2 2 1 1 13 19 32 8:15 AM 17 16 4 1 2 1 1 1 9 9 18 8:3 AM 9 16 5 4 3 2 2 1 1 17 32 49 8:45 AM 76 15 5 2 4 3 2 2 1 2 19 31 5 9: AM 4: PM 16 7 1 9 2 2 6 1 2 1 3 2 5 5 46 125 171 4:15 PM 14 9 5 8 3 2 5 1 1 2 4 1 1 7 39 13 169 4:3 PM 26 5 4 5 5 3 1 2 2 12 34 148 182 4:45 PM 18 11 8 4 4 2 2 2 2 1 1 1 36 13 166 5: PM 12 3 5 1 2 3 5 4 3 3 1 1 7 34 164 198 5:15 PM 17 5 4 1 3 5 2 2 1 2 5 1 1 7 34 146 18 5:3 PM 9 5 7 6 2 3 3 3 3 3 3 1 3 7 42 139 181 5:45 PM 12 8 5 7 5 2 4 2 1 2 1 3 7 37 137 174 6: PM AM Peak 394 5 28 11 4 5 1 2 5 2 1 4 62 87 149 PM Peak 5 21 21 15 12 13 14 11 7 9 11 3 8 28 147 586 733

Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Through Traffic on Minor 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 131.6 Critical Gaps (6.5 sec) Follow-up Gaps (4. sec) Total Gaps 7: AM 41 13 11 7 7 6 1 1 3 1 2 35 35 7 7:15 AM 88 13 4 1 2 1 2 1 1 12 12 24 7:3 AM 92 7 6 1 1 1 8 2 1 7:45 AM 12 9 3 3 1 5 4 9 8: AM 97 1 4 2 1 1 1 1 8 6 14 8:15 AM 1 14 2 1 1 1 1 6 5 11 8:3 AM 1 19 5 3 2 2 1 1 13 23 8:45 AM 82 17 5 3 4 3 1 1 1 15 16 31 9: AM 4: PM 7 16 13 9 5 2 2 3 1 4 4:15 PM 56 21 12 6 3 3 4 1 2 26 18 44 4:3 PM 79 13 13 2 3 1 1 1 2 1 3 4:45 PM 92 21 14 5 2 1 1 1 1 22 15 37 5: PM 69 14 6 3 2 1 2 13 6 19 5:15 PM 87 14 5 3 1 4 2 1 13 11 24 5:3 PM 95 2 14 4 3 1 2 2 8 28 5:45 PM 6 18 17 7 3 2 2 2 1 29 17 46 6: PM AM Peak 379 39 17 7 4 3 2 1 1 1 1 1 33 24 57 PM Peak 311 66 42 17 9 8 6 3 2 1 75 42 117

Study Name King of Prussia Rd/Septa Driveway Start Date 4/27/216 Start Time 7: AM Left from Minor 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 131.6 Critical Gaps (7.1 sec) Follow-up Gaps (3.5 sec) Total Gaps 7: AM 41 13 11 7 7 6 1 1 3 1 2 31 4 71 7:15 AM 88 13 4 1 2 1 2 1 1 1 15 25 7:3 AM 92 7 6 1 1 1 7 2 9 7:45 AM 12 9 3 3 1 5 5 1 8: AM 97 1 4 2 1 1 1 1 8 7 15 8:15 AM 1 14 2 1 1 1 1 4 5 9 8:3 AM 1 19 5 3 2 2 1 9 14 23 8:45 AM 82 17 5 3 4 3 1 1 1 13 17 3 9: AM 4: PM 7 16 13 9 5 2 2 24 1 34 4:15 PM 56 21 12 6 3 3 4 1 2 21 2 41 4:3 PM 79 13 13 2 3 1 1 1 16 12 28 4:45 PM 92 21 14 5 2 1 1 1 1 15 16 31 5: PM 69 14 6 3 2 1 2 11 7 18 5:15 PM 87 14 5 3 1 4 2 1 12 12 24 5:3 PM 95 2 14 4 3 1 2 15 8 23 5:45 PM 6 18 17 7 3 2 2 2 1 23 16 39 6: PM AM Peak 379 39 17 7 4 3 2 1 1 1 1 1 3 29 59 PM Peak 311 66 42 17 9 8 6 3 2 1 61 43 14

Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Northbound Left from Major 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 139.2 Critical Gaps (4.1 sec) Follow-up Gaps (2.2 sec) Total Gaps 7: AM 4 3 2 6 4 1 1 2 1 2 1 11 34 38 342 7:15 AM 17 1 9 5 6 3 1 3 1 1 9 47 237 284 7:3 AM 1 8 3 3 2 2 2 1 1 12 34 279 313 7:45 AM 9 3 5 2 2 4 3 1 2 9 31 282 313 8: AM 1 2 2 5 3 4 3 4 2 3 11 39 289 328 8:15 AM 4 3 4 2 1 3 3 1 2 3 4 1 34 283 317 8:3 AM 6 3 3 1 3 3 2 2 2 2 1 1 31 31 341 8:45 AM 12 6 1 4 2 5 1 4 5 1 1 1 9 4 276 316 9: AM 4: PM 55 16 1 12 4 5 3 1 1 2 1 53 13 156 4:15 PM 3 19 1 5 5 2 1 2 1 1 2 2 1 2 52 135 187 4:3 PM 56 12 13 4 2 1 3 1 2 2 39 12 141 4:45 PM 35 1 13 8 6 4 1 3 1 2 48 117 165 5: PM 73 16 4 3 2 1 1 27 26 53 5:15 PM 65 14 5 1 1 3 2 1 1 2 1 1 3 7 1 5:3 PM 69 24 13 9 1 3 3 52 53 15 5:45 PM 57 23 13 6 5 1 1 3 2 2 54 92 146 6: PM AM Peak 46 2 17 15 14 11 1 4 1 3 2 5 41 151 187 1238 PM Peak 264 77 35 19 9 8 3 7 3 2 1 1 3 163 241 44

Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Southbound Left from Major 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 139.2 Critical Gaps (4.1 sec) Follow-up Gaps (2.2 sec) Total Gaps 7: AM 5 11 5 2 6 1 2 2 4 1 3 37 117 154 7:15 AM 86 8 9 3 1 21 19 4 7:3 AM 114 4 1 1 2 8 11 19 7:45 AM 127 13 2 1 1 16 1 26 8: AM 12 1 5 6 3 1 1 1 1 1 27 54 81 8:15 AM 96 12 5 2 3 1 2 1 1 1 26 55 81 8:3 AM 85 12 7 5 4 2 1 1 3 1 1 1 36 95 131 8:45 AM 72 1 8 5 2 2 2 1 3 1 1 1 1 36 94 13 9: AM 4: PM 16 14 7 4 2 3 4 2 1 3 3 1 4 5 52 219 271 4:15 PM 19 1 6 2 1 4 4 9 3 1 1 7 39 259 298 4:3 PM 3 9 6 5 2 2 2 2 1 1 1 3 8 41 221 262 4:45 PM 2 6 6 3 1 3 4 1 3 3 1 9 4 23 27 5: PM 14 5 5 1 8 1 3 5 3 5 1 1 6 43 245 288 5:15 PM 22 5 4 3 6 3 4 2 3 3 2 1 6 42 246 288 5:3 PM 16 8 5 1 3 2 5 2 3 2 2 3 1 5 42 219 261 5:45 PM 17 9 8 2 5 2 3 3 1 2 4 1 6 46 223 269 6: PM AM Peak 429 35 17 1 4 4 1 1 2 1 72 94 166 PM Peak 69 27 22 7 22 8 15 12 7 12 1 6 3 23 173 933 116

Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Eastbound Right from Minor 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 139.2 Critical Gaps (6.2 sec) Follow-up Gaps (3.3 sec) Total Gaps 7: AM 4 3 2 6 4 1 1 2 1 2 1 11 3 182 212 7:15 AM 17 1 9 5 6 3 1 3 1 1 9 37 131 168 7:3 AM 1 8 3 3 2 2 2 1 1 12 26 166 192 7:45 AM 9 3 5 2 2 4 3 1 2 9 3 165 195 8: AM 1 2 2 5 3 4 3 4 2 3 11 37 162 199 8:15 AM 4 3 4 2 1 3 3 1 2 3 4 1 32 165 197 8:3 AM 6 3 3 1 3 3 2 2 2 2 1 1 29 185 214 8:45 AM 12 6 1 4 2 5 1 4 5 1 1 1 9 33 16 193 9: AM 4: PM 55 16 1 12 4 5 3 1 1 2 1 36 39 75 4:15 PM 3 19 1 5 5 2 1 2 1 1 2 2 1 2 33 63 96 4:3 PM 56 12 13 4 2 1 3 1 2 2 28 47 75 4:45 PM 35 1 13 8 6 4 1 3 1 2 36 5 86 5: PM 73 16 4 3 2 1 1 1 9 19 5:15 PM 65 14 5 1 1 3 2 1 1 2 1 1 17 33 5 5:3 PM 69 24 13 9 1 3 3 27 17 44 5:45 PM 57 23 13 6 5 1 1 3 2 2 31 38 69 6: PM AM Peak 46 2 17 15 14 11 1 4 1 3 2 5 41 13 624 754 PM Peak 264 77 35 19 9 8 3 7 3 2 1 1 3 85 97 182

Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Westbound Right from Minor 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 139.2 Critical Gaps (6.2 sec) Follow-up Gaps (3.3 sec) Total Gaps 7: AM 5 11 5 2 6 1 2 2 4 1 3 24 61 85 7:15 AM 86 8 9 3 1 13 3 16 7:3 AM 114 4 1 1 2 4 4 8 7:45 AM 127 13 2 1 1 4 5 9 8: AM 12 1 5 6 3 1 1 1 1 1 18 24 42 8:15 AM 96 12 5 2 3 1 2 1 1 1 16 24 4 8:3 AM 85 12 7 5 4 2 1 1 3 1 1 1 26 44 7 8:45 AM 72 1 8 5 2 2 2 1 3 1 1 1 1 26 44 7 9: AM 4: PM 16 14 7 4 2 3 4 2 1 3 3 1 4 5 38 118 156 4:15 PM 19 1 6 2 1 4 4 9 3 1 1 7 38 142 18 4:3 PM 3 9 6 5 2 2 2 2 1 1 1 3 8 33 123 156 4:45 PM 2 6 6 3 1 3 4 1 3 3 1 9 33 126 159 5: PM 14 5 5 1 8 1 3 5 3 5 1 1 6 38 136 174 5:15 PM 22 5 4 3 6 3 4 2 3 3 2 1 6 36 135 171 5:3 PM 16 8 5 1 3 2 5 2 3 2 2 3 1 5 34 118 152 5:45 PM 17 9 8 2 5 2 3 3 1 2 4 1 6 36 121 157 6: PM AM Peak 429 35 17 1 4 4 1 1 2 1 39 36 75 PM Peak 69 27 22 7 22 8 15 12 7 12 1 6 3 23 144 51 654

Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Through Traffic on Minor 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 139.2 Critical Gaps (6.5 sec) Follow-up Gaps (4. sec) Total Gaps 7: AM 48 17 6 2 6 4 2 1 2 1 1 24 34 58 7:15 AM 77 7 6 2 7 7 7:3 AM 12 3 3 1 1 3 1 4 7:45 AM 18 12 1 1 1 2 3 5 8: AM 94 11 6 7 1 1 1 1 15 8 23 8:15 AM 9 13 6 2 2 2 1 1 1 14 13 27 8:3 AM 93 13 6 6 7 2 2 1 21 15 36 8:45 AM 79 15 7 9 3 1 3 2 25 17 42 9: AM 4: PM 62 23 9 9 1 2 3 1 1 19 15 34 4:15 PM 43 18 1 5 7 7 2 2 1 3 21 51 4:3 PM 66 16 12 4 3 1 1 1 18 1 28 4:45 PM 47 16 12 3 4 2 2 1 1 1 21 22 43 5: PM 63 11 3 3 1 1 5 5 1 5:15 PM 68 12 3 4 2 2 1 1 1 13 13 26 5:3 PM 81 22 9 5 2 1 13 4 17 5:45 PM 78 23 11 3 2 2 1 1 1 18 12 3 6: PM AM Peak 381 33 16 11 1 2 2 1 27 12 39 PM Peak 29 68 26 15 4 5 4 1 1 2 1 1 49 34 83

Study Name King of Prussia Rd South Driveway Gap Start Date 4/27/216 Start Time 7: AM Left from Minor 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 139.2 Critical Gaps (7.1 sec) Follow-up Gaps (3.5 sec) Total Gaps 7: AM 48 17 6 2 6 4 2 1 2 1 1 23 39 62 7:15 AM 77 7 6 2 4 4 7:3 AM 12 3 3 1 1 2 1 3 7:45 AM 18 12 1 1 1 2 3 5 8: AM 94 11 6 7 1 1 1 1 13 8 21 8:15 AM 9 13 6 2 2 2 1 1 1 11 14 25 8:3 AM 93 13 6 6 7 2 2 1 2 15 35 8:45 AM 79 15 7 9 3 1 3 2 19 19 38 9: AM 4: PM 62 23 9 9 1 2 3 1 1 18 17 35 4:15 PM 43 18 1 5 7 7 2 2 1 29 22 51 4:3 PM 66 16 12 4 3 1 1 1 14 12 26 4:45 PM 47 16 12 3 4 2 2 1 1 1 15 24 39 5: PM 63 11 3 3 1 1 5 5 1 5:15 PM 68 12 3 4 2 2 1 1 1 13 16 29 5:3 PM 81 22 9 5 2 1 9 4 13 5:45 PM 78 23 11 3 2 2 1 1 1 15 13 28 6: PM AM Peak 381 33 16 11 1 2 2 1 21 12 33 PM Peak 29 68 26 15 4 5 4 1 1 2 1 1 42 38 8

Montgomery County, PA King of Prussia Rd/Driveway Thursday, September 8, 216 Location: 4.41752, - 75.355913 www.tstdata.com 184 Baker Rd Coatesville, Pennsylvania, United States 1932 61-466-1469 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 49 13 3 62 2 1 5 3 5 24 2 29 274 7:15 AM 97 13 5 11 5 1 3 6 12 245 257 373 7:3 AM 51 14 5 65 8 2 2 1 11 21 221 296 7:45 AM 52 14 1 66 4 3 4 13 236 2 249 319 Hourly Total 249 54 14 33 19 4 13 23 41 895 4 936 1262 8: AM 42 19 6 61 9 2 2 11 2 242 262 334 8:15 AM 44 9 3 53 5 1 1 6 1 246 256 315 8:3 AM 49 9 5 58 5 2 5 4 224 228 291 8:45 AM 54 5 3 59 3 1 3 3 263 266 328 Hourly Total 189 42 17 231 22 3 6 25 37 975 112 1268 9: AM *** BREAK *** - - - - - - - - - - - - - - - - Hourly Total 4: PM 194 7 2 21 11 6 1 17 94 2 94 312 4:15 PM 164 5 1 169 9 4 13 89 89 271 4:3 PM 21 6 27 16 14 17 3 98 18 98 335 4:45 PM 191 5 1 196 5 8 3 13 77 77 286 Hourly Total 75 23 4 773 41 32 21 73 358 2 358 124 5: PM 285 11 5 296 14 21 2 35 1 73 74 45 5:15 PM 221 6 1 228 8 5 4 13 9 7 9 331 5:3 PM 227 8 1 235 12 7 1 19 85 85 339 5:45 PM 27 4 211 7 1 7 86 86 34 Hourly Total 94 29 1 6 97 41 33 8 74 1 334 7 335 1379 6: PM Grand Total 2128 148 1 41 2277 123 72 48 195 79 2562 31 2641 5113 Approach % 93.5 6.5. - - 63.1 36.9. - - 3. 97.. - - - Total % 41.6 2.9. - 44.5 2.4 1.4. - 3.8 1.5 5.1. - 51.7 - Lights 294 117 1-2212 9 7-16 77 2496-2573 4945 % Lights 98.4 79.1 1. - 97.1 73.2 97.2 - - 82.1 97.5 97.4 - - 97.4 96.7 Buses 3 3-6 33-33 55-55 148 % Buses 1.4 2.3. - 2.6 26.8. - - 16.9. 2.1 - - 2.1 2.9 Trucks 4 1-5 2-2 2 11-13 2 % Trucks.2.7. -.2. 2.8 - - 1. 2.5.4 - -.5.4 Bicycles on Crosswalk % Bicycles on Crosswalk - - - - - - - - - - - - - - - -. - - - -. - - - -. - - Pedestrians - - - 41 - - - - 48 - - - - 31 - - % Pedestrians - - - 1. - - - - 1. - - - - 1. - - App. Total Int. Total

Montgomery County, PA King of Prussia Rd Northern Driveway Wednesday, April 27, 216 Location: 4.417473175836, - 75.3559267324 www.tstdata.com 184 Baker Rd Coatesville, Pennsylvania, United States 1932 61-466-1469 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 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 131.6 Total 7: AM 41 13 11 7 7 6 1 1 3 1 2 93 7:15 AM 88 13 4 1 2 1 2 1 1 113 7:3 AM 92 7 6 1 1 1 18 7:45 AM 12 9 3 3 1 118 8: AM 97 1 4 2 1 1 1 1 117 8:15 AM 1 14 2 1 1 1 1 12 8:3 AM 1 19 5 3 2 2 1 132 8:45 AM 82 17 5 3 4 3 1 1 1 117 9: AM 4: PM 7 16 13 9 5 2 2 117 4:15 PM 56 21 12 6 3 3 4 1 2 18 4:3 PM 79 13 13 2 3 1 1 1 113 4:45 PM 92 21 14 5 2 1 1 1 1 138 5: PM 69 14 6 3 2 1 2 97 5:15 PM 87 14 5 3 1 4 2 1 117 5:3 PM 95 2 14 4 3 1 2 139 5:45 PM 6 18 17 7 3 2 2 2 1 112 6: PM Total 131 239 134 6 37 27 17 1 11 6 2 2 4 1859 Total % 7.5 12.9 7.2 3.2 2. 1.5.9.5.6.3.1..1.2 1.

Montgomery County, PA King of Prussia Rd Northern Driveway Wednesday, April 27, 216 Location: 4.417473175836, - 75.3559267324 www.tstdata.com 184 Baker Rd Coatesville, Pennsylvania, United States 1932 61-466-1469 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 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 131.6 Total 7: AM 6 2 4 4 3 3 2 3 2 2 2 11 44 7:15 AM 24 9 1 5 2 3 4 1 1 1 1 9 61 7:3 AM 19 6 3 3 2 3 4 4 1 1 7 53 7:45 AM 7 1 4 5 3 3 3 1 2 2 2 1 43 8: AM 8 3 4 4 3 2 5 2 2 2 2 2 8 47 8:15 AM 7 4 1 2 4 2 1 3 4 2 1 12 43 8:3 AM 1 4 2 2 2 2 2 3 2 2 9 4 8:45 AM 11 6 4 2 6 2 2 2 4 2 1 3 9 54 9: AM 4: PM 56 14 11 8 7 5 1 1 2 1 1 1 18 4:15 PM 42 15 1 5 5 3 1 2 1 2 2 1 1 2 92 4:3 PM 68 17 15 5 6 1 2 1 115 4:45 PM 73 19 14 6 6 2 3 1 1 1 1 127 5: PM 88 13 8 4 2 1 1 1 118 5:15 PM 81 17 4 2 1 4 1 2 3 115 5:3 PM 84 25 18 5 2 1 3 1 139 5:45 PM 5 21 17 1 2 3 1 1 3 2 11 6: PM Total 634 176 12 7 5 4 32 29 21 17 13 14 13 8 139 Total % 48.4 13.4 9.2 5.3 3.8 3.1 2.4 2.2 1.6 1.3 1. 1.1 1. 6.1 1.

Montgomery County, PA King of Prussia Rd Northern Driveway Wednesday, April 27, 216 Location: 4.417473175836, - 75.3559267324 www.tstdata.com 184 Baker Rd Coatesville, Pennsylvania, United States 1932 61-466-1469 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 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 131.6 Total 7: AM 44 9 9 2 3 2 3 2 1 2 1 3 5 86 7:15 AM 84 14 11 3 1 2 3 2 2 122 7:3 AM 95 5 8 3 2 1 1 115 7:45 AM 18 15 4 2 1 1 1 1 133 8: AM 17 16 5 3 2 2 1 1 137 8:15 AM 17 16 4 1 2 1 1 1 133 8:3 AM 9 16 5 4 3 2 2 1 1 124 8:45 AM 76 15 5 2 4 3 2 2 1 2 112 9: AM 4: PM 16 7 1 9 2 2 6 1 2 1 3 2 5 5 71 4:15 PM 14 9 5 8 3 2 5 1 1 2 4 1 1 7 63 4:3 PM 26 5 4 5 5 3 1 2 2 12 65 4:45 PM 18 11 8 4 4 2 2 2 2 1 1 1 65 5: PM 12 3 5 1 2 3 5 4 3 3 1 1 7 5 5:15 PM 17 5 4 1 3 5 2 2 1 2 5 1 1 7 56 5:3 PM 9 5 7 6 2 3 3 3 3 3 3 1 3 7 58 5:45 PM 12 8 5 7 5 2 4 2 1 2 1 3 7 59 6: PM Total 835 159 99 61 42 31 35 23 22 2 21 13 16 72 1449 Total % 57.6 11. 6.8 4.2 2.9 2.1 2.4 1.6 1.5 1.4 1.4.9 1.1 5. 1.

Montgomery County, PA King of Prussia Rd South Driveway Wednesday, April 27, 216 Location: 4.399194154879, - 75.3558924794197 www.tstdata.com 184 Baker Rd Coatesville, Pennsylvania, United States 1932 61-466-1469 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 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 139.2 Total 7: AM 48 17 6 2 6 4 2 1 2 1 1 9 7:15 AM 77 7 6 2 92 7:3 AM 12 3 3 1 1 11 7:45 AM 18 12 1 1 1 123 8: AM 94 11 6 7 1 1 1 1 122 8:15 AM 9 13 6 2 2 2 1 1 1 118 8:3 AM 93 13 6 6 7 2 2 1 13 8:45 AM 79 15 7 9 3 1 3 2 119 9: AM 4: PM 62 23 9 9 1 2 3 1 1 111 4:15 PM 43 18 1 5 7 7 2 2 1 95 4:3 PM 66 16 12 4 3 1 1 1 14 4:45 PM 47 16 12 3 4 2 2 1 1 1 89 5: PM 63 11 3 3 1 1 82 5:15 PM 68 12 3 4 2 2 1 1 1 94 5:3 PM 81 22 9 5 2 1 12 5:45 PM 78 23 11 3 2 2 1 1 1 122 6: PM Total 1199 232 11 66 38 22 2 8 5 7 6 1 3 4 1721 Total % 69.7 13.5 6.4 3.8 2.2 1.3 1.2.5.3.4.3.1.2.2 1.

Montgomery County, PA King of Prussia Rd South Driveway Wednesday, April 27, 216 Location: 4.399194154879, - 75.3558924794197 www.tstdata.com 184 Baker Rd Coatesville, Pennsylvania, United States 1932 61-466-1469 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 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 139.2 Total 7: AM 4 3 2 6 4 1 1 2 1 2 1 11 38 7:15 AM 17 1 9 5 6 3 1 3 1 1 9 65 7:3 AM 1 8 3 3 2 2 2 1 1 12 44 7:45 AM 9 3 5 2 2 4 3 1 2 9 4 8: AM 1 2 2 5 3 4 3 4 2 3 11 49 8:15 AM 4 3 4 2 1 3 3 1 2 3 4 1 4 8:3 AM 6 3 3 1 3 3 2 2 2 2 1 1 38 8:45 AM 12 6 1 4 2 5 1 4 5 1 1 1 9 52 9: AM 4: PM 55 16 1 12 4 5 3 1 1 2 1 11 4:15 PM 3 19 1 5 5 2 1 2 1 1 2 2 1 2 83 4:3 PM 56 12 13 4 2 1 3 1 2 2 96 4:45 PM 35 1 13 8 6 4 1 3 1 2 83 5: PM 73 16 4 3 2 1 1 1 5:15 PM 65 14 5 1 1 3 2 1 1 2 1 1 97 5:3 PM 69 24 13 9 1 3 3 122 5:45 PM 57 23 13 6 5 1 1 3 2 2 113 6: PM Total 512 169 18 76 5 4 26 28 24 13 13 8 13 9 117 Total % 43.8 14.4 9.2 6.5 4.3 3.4 2.2 2.4 2.1 1.1 1.1.7 1.1 7.7 1.

Montgomery County, PA King of Prussia Rd South Driveway Wednesday, April 27, 216 Location: 4.399194154879, - 75.3558924794197 www.tstdata.com 184 Baker Rd Coatesville, Pennsylvania, United States 1932 61-466-1469 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 2. - 4. 4. - 6. 6. - 8. 8. - 1. 1. - 12. 12. - 14. 14. - 16. 16. - 18. 18. - 2. 2. - 22. 22. - 24. 24. - 26. 26. - 28. 28. - 139.2 Total 7: AM 5 11 5 2 6 1 2 2 4 1 3 87 7:15 AM 86 8 9 3 1 17 7:3 AM 114 4 1 1 2 122 7:45 AM 127 13 2 1 1 144 8: AM 12 1 5 6 3 1 1 1 1 1 131 8:15 AM 96 12 5 2 3 1 2 1 1 1 124 8:3 AM 85 12 7 5 4 2 1 1 3 1 1 1 123 8:45 AM 72 1 8 5 2 2 2 1 3 1 1 1 1 19 9: AM 4: PM 16 14 7 4 2 3 4 2 1 3 3 1 4 5 69 4:15 PM 19 1 6 2 1 4 4 9 3 1 1 7 58 4:3 PM 3 9 6 5 2 2 2 2 1 1 1 3 8 72 4:45 PM 2 6 6 3 1 3 4 1 3 3 1 9 6 5: PM 14 5 5 1 8 1 3 5 3 5 1 1 6 58 5:15 PM 22 5 4 3 6 3 4 2 3 3 2 1 6 64 5:3 PM 16 8 5 1 3 2 5 2 3 2 2 3 1 5 58 5:45 PM 17 9 8 2 5 2 3 3 1 2 4 1 6 63 6: PM Total 886 137 89 45 47 3 37 29 24 26 16 13 12 58 1449 Total % 61.1 9.5 6.1 3.1 3.2 2.1 2.6 2. 1.7 1.8 1.1.9.8 4. 1.

Montgomery County, PA Radnor-Chester Rd-King of Prussia Rd Wednesday, April 27, 216 Location: 4.43656224454, - 75.3591383615 www.tstdata.com 184 Baker Rd Coatesville, Pennsylvania, United States 1932 61-466-1469 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 3 3 3 1 149 1 4 16 12 1 1 58 81 69 35 5 19 353 7:15 AM 1 1 2 2 3 193 3 15 199 4 8 3 82 97 11 18 4 213 511 7:3 AM 2 2 2 24 5 2 29 5 7 5 141 158 12 86 9 197 566 7:45 AM 1 1 1 2 1 26 1 6 217 13 3 9 118 143 138 65 9 212 574 Hourly Total 4 5 8 9 5 752 28 27 785 34 19 27 399 479 41 294 27 731 24 8: AM 1 1 2 2 192 5 4 199 5 2 6 117 13 13 57 4 164 495 8:15 AM 1 1 1 3 4 188 5 7 197 8 6 12 118 144 117 51 15 183 527 8:3 AM 1 1 1 3 3 5 192 11 1 28 11 4 12 119 146 14 54 18 176 533 8:45 AM 2 2 2 6 6 9 172 9 5 19 1 7 13 11 14 111 67 17 195 531 Hourly Total 5 2 3 4 9 14 2 744 3 17 794 34 19 43 464 56 435 229 54 718 286 9: AM 1 1 2 2 *** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - - - - - Hourly Total 1 1 2 2 4: PM 1 2 2 3 8 91 11 2 12 21 12 18 141 148 142 4 294 545 4:15 PM 1 3 4 88 1 3 98 13 7 4 94 118 156 147 2 35 525 4:3 PM 2 4 9 9 2 24 92 13 6 15 21 14 5 83 123 138 161 6 35 557 4:45 PM 1 5 6 5 1 17 83 11 4 94 18 15 2 93 128 15 16 2 312 551 Hourly Total 4 12 2 17 3 53 354 45 15 399 73 48 11 378 51 592 61 14 1216 2178 5: PM 18 3 13 14 6 48 73 18 1 91 19 8 3 19 139 145 193 2 34 618 5:15 PM 8 4 7 7 1 26 85 13 1 98 21 19 85 125 168 183 2 353 62 5:3 PM 5 4 1 5 3 24 1 76 7 7 84 29 8 2 18 147 191 169 2 1 362 617 5:45 PM 2 3 7 3 15 1 73 11 2 85 16 8 4 69 97 144 17 1 315 512 Hourly Total 33 14 37 29 1 113 2 37 49 2 358 85 43 9 371 58 648 715 7 1 137 2349 6: PM 1 1 1 Grand Total Approach % 46 28 65 5 3 189 27 2157 152 79 2336 227 129 9 1613 259 286 1848 12 1 436 862 24.3 14.8 34.4 26.5. - - 1.2. 92.3 6.5. - - 11. 6.3 4.4 78.3. - - 51.7 45.8 2.5. - - - Total %.5.3.8.6. - 2.2.3. 25. 1.8. - 27.1 2.6 1.5 1. 18.7. - 23.9 24.2 21.4 1.2. - 46.8 - Lights 46 27 63 44-18 25 213 135-2263 197 116 86 1597-1996 252 1796 99-3947 8386 % Lights Other Vehicles % Other Vehicles Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrian s % Pedestrian s 1. 96.4 96.9 88. - - 95.2 92.6-97.5 88.8 - - 96.9 86.8 89.9 95.6 99. - - 96.9 98.4 97.2 97.1 - - 97.8 97.3 1 2 6-9 2 54 17-73 3 13 4 16-63 34 52 3-89 234. 3.6 3.1 12. - - 4.8 7.4-2.5 11.2 - - 3.1 13.2 1.1 4.4 1. - - 3.1 1.6 2.8 2.9 - - 2.2 2.7 - - - - - - - - - - - 1 - - - - - - - - - - - - - - - - - -. - - - - - - 1.3 - - - - - - - - - - - -. - - - - - - - 3 - - - - - - 78 - - - - - - - - - - - 1 - - - - - - - 1. - - - - - - 98.7 - - - - - - - - - - - - 1. - - Ped s App. Total Righ t Thru Left U- Turn Ped s App. Total Int. Total

Montgomery County, PA Radnor-Chester Rd/Lancaster Ave Wednesday, April 27, 216 Location: 4.394916465948, - 75.365679861151 www.tstdata.com 184 Baker Rd Coatesville, Pennsylvania, United States 1932 61-466-1469 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 11 6 17 42 76 42 1 211 43 4 297 14 73 16 13 8 171 41 22 696 7:15 AM 3 2 4 24 96 63 334 49 1 446 16 118 1 144 7 247 49 1 34 99 7:3 AM 3 2 41 36 19 89 1 331 56 477 2 118 2 158 7 1 27 33 248 992 7:45 AM 28 1 39 27 1 95 19 378 56 543 22 7 24 116 17 249 33 299 153 Hourly Total 99 11 137 129 1 376 33 2 1254 24 5 1763 72 379 7 521 39 1 874 156 1 171 3731 8: AM 22 4 29 13 68 118 338 53 59 25 1 74 21 121 18 1 199 36 254 952 8:15 AM 16 2 21 19 58 114 387 44 545 14 15 26 145 8 234 35 277 125 8:3 AM 14 2 27 32 75 97 36 35 438 23 11 34 167 16 195 38 249 929 8:45 AM 2 4 31 24 79 13 361 48 539 16 82 22 12 3 191 39 233 971 Hourly Total 72 12 18 88 28 459 1392 18 231 78 1 371 13 553 45 1 819 148 113 3877 9: AM 2 2 1 1 3 *** BREAK *** - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Hourly Total 2 2 1 1 3 4: PM 4 8 66 12 234 26 1 21 41 278 43 39 21 13 23 2 272 31 328 943 4:15 PM 29 7 83 11 22 37 26 44 287 31 1 52 2 14 24 31 36 361 972 4:3 PM 42 3 11 13 249 3 2 21 4 282 31 2 45 16 94 21 279 37 1 337 962 4:45 PM 47 12 97 246 34 237 5 321 32 51 24 17 22 286 34 342 116 Hourly Total 158 18 352 421 949 127 3 863 175 1168 137 3 187 81 48 9 2 1138 138 1 1368 3893 5: PM 51 2 122 98 1 273 23 254 43 2 32 48 46 24 118 25 299 3 354 165 5:15 PM 5 2 118 98 1 268 3 241 52 1 323 35 6 12 17 12 279 3 1 322 12 5:3 PM 6 99 111 1 27 37 297 5 1 385 24 51 2 95 33 27 24 327 177 5:45 PM 37 5 75 86 23 32 3 297 62 2 394 33 44 28 15 21 23 41 292 994 Hourly Total 198 9 414 393 3 114 122 3 189 27 1 5 1422 14 21 84 425 91 178 125 1 1295 4156 6: PM Grand Total Approach % 527 5 111 131 4 2619 111 8 46 766 1 1 6386 427 4 1138 338 197 265 4 391 567 2 1 4748 1566 2.1 1.9 38.6 39.4. - - 15.8.1 72. 12.. - - 22.4.2 59.7 17.7. - - 5.6.1 82.4 11.9. - - - Total % 3.4.3 6.5 6.6. - 16.7 6.5.1 29.4 4.9. - 4.8 2.7. 7.3 2.2. - 12.2 1.7. 25. 3.6. - 3.3 - Lights 515 48 997 115-2575 1 7 4513 748 1-6269 424 4 198 333-1859 262 4 3818 546 2-4632 15335 % Lights 97.7 96. 98.6 98.4 - - 98.3 98.9 87.5 98.1 97.7 1. - 98.2 99.3 1. 96.5 98.5 - - 97.5 98.9 1. 97.6 96.3 1. - 97.6 97.9 Other Vehicles % Other Vehicles Bicycles on Crosswalk % Bicycles on Crosswalk Pedestrian s % Pedestrian s 12 2 14 16-44 11 1 87 18-117 3 4 5-48 3 92 21-116 325 2.3 4. 1.4 1.6 - - 1.7 1.1 12.5 1.9 2.3. - 1.8.7. 3.5 1.5 - - 2.5 1.1. 2.4 3.7. - 2.4 2.1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -. - - - - - -. - - - - - - - - - - - - -. - - - - - - - 4 - - - - - - 1 - - - - - - - - - - - - 1 - - - - - - - 1. - - - - - - 1. - - - - - - - - - - - - - 1. - - Ped s App. Tota l Int. Tota l

Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Raider Rd Date: Wednesday, November 18, 215 Counter: PB File Name : SS1118-1 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 49 191 24 26 12 38 5 21 26 34 7:15 AM 132 217 349 42 41 83 4 65 7 76 58 7:3 AM 29 263 292 6 14 74 3 52 55 421 7:45 AM 4 238 242 72 1 73 1 7 1 9 324 Total 214 99 1123 2 68 268 13 145 8 166 1557 8: AM 5 256 261 64 1 65 1 4 5 331 8:15 AM 3 298 31 54 1 55 6 1 7 363 8:3 AM 7 289 296 51 3 54 3 3 6 356 8:45 AM 9 34 313 56 5 61 2 5 7 381 Total 24 1147 1171 225 1 235 6 18 1 25 1431 4: PM 2 92 94 186 1 187 6 12 3 21 32 4:15 PM 4 86 9 197 197 5 5 2 12 299 4:3 PM 1 73 74 226 226 2 17 3 22 322 4:45 PM 11 73 84 26 3 29 2 12 14 37 Total 18 324 342 815 4 819 15 46 8 69 123 5: PM 9 58 67 273 273 3 14 2 19 359 5:15 PM 3 68 71 281 1 282 1 13 1 15 368 5:3 PM 5 53 58 263 263 1 9 1 331 5:45 PM 6 9 96 216 4 22 4 4 32 Total 23 269 292 133 5 138 5 4 3 48 1378 Grand Total 279 2649 2928 2273 87 236 39 249 2 38 5596 Apprch % 9.5 9.5 96.3 3.7 12.7 8.8 6.5 Total % 5 47.3 52.3 4.6 1.6 42.2.7 4.4.4 5.5 Cars 269 263 2872 2229 84 2313 33 234 2 287 5472 % Cars 96.4 98.3 98.1 98.1 96.6 98 84.6 94 1 93.2 97.8 Heavy Vehicles % Heavy Vehicles 3.6 1.7 1.9 1.9 3.4 2 15.4 6 6.8 2.2

Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Raider Rd Date: Wednesday, November 18, 215 Counter: PB File Name : SS1118-1 Site Code : Start Date : 11/18/215 Page No : 2 King of Prussia Road 2636 2313 4949 52 47 99 2688 236 548 84 3 87 Right 2229 44 2273 Thru Left Peds Raider Road 353 287 64 13 21 34 366 38 674 33 6 39 Left 234 15 249 2 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 269 1 279 Thru 263 46 2649 Right Peds 2463 2872 5335 59 56 115 2522 2928 545 King of Prussia Road

Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Raider Rd Date: Wednesday, November 18, 215 Counter: PB File Name : SS1118-1 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 132 349 42 41 83 4 65 7 76 58 7:3 AM 29 263 292 6 14 74 3 52 55 421 7:45 AM 4 238 242 72 1 73 1 7 1 9 324 8: AM 5 256 261 64 1 65 1 4 5 331 Total Volume 17 974 1144 238 57 295 9 128 8 145 1584 % App. Total 14.9 85.1 8.7 19.3 6.2 88.3 5.5 PHF.322.926...819..826.348..889.563..492.286.477......78 Cars 17 956 1126 214 57 271 8 123 8 139 1536 % Cars 1 98.2 89.9 88.9 96.1 1 95.9 97. Heavy Vehicles % Heavy Vehicles 1.8 1.6 1.1 8.1 11.1 3.9 4.1 3. King of Prussia Road 964 271 1235 19 24 43 983 295 1278 57 57 Right 214 24 238 Thru Left Peds Peak Hour Data Total Raider Road Out In 227 139 366 6 6 227 145 372 8 1 9 Left Thru 123 5 128 Right 8 8 Peds North Peak Hour Begins at 7:15 AM Cars Heavy Vehicles Right Thru Left Peds Driveway Left 17 17 Thru 956 18 974 Right Peds 337 1126 1463 29 18 47 366 1144 151 King of Prussia Road

Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Raider Rd Date: Wednesday, November 18, 215 Counter: PB File Name : SS1118-1 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 9 3 14 2 19 359 5:15 PM 3 68 71 281 1 282 1 13 1 15 368 5:3 PM 5 53 58 263 263 1 9 1 331 5:45 PM 6 9 96 216 4 Total Volume 23 269 292 133 5 138 5 4 3 48 1378 % App. Total 7.9 92.1 99.5.5 1.4 83.3 6.2 PHF.639.747...76..919.313..92.417..714.375.632......936 Cars 23 267 29 13 % Cars 1 99.3 99.3 99.7 1 99.7 1 1 1 1 99.6 Heavy Vehicles 2 2 3 3 5 % Heavy Vehicles.7.7.3.3.4 King of Prussia Road 272 135 137 2 3 5 274 138 1312 5 5 Right 13 3 133 Thru Left Peds Peak Hour Data Total Raider Road Out In 28 48 76 28 48 76 5 5 Left Thru 4 4 Right 3 3 Peds North Peak Hour Begins at 5: PM Cars Heavy Vehicles Right Thru Left Peds Driveway Left 23 23 Thru 267 2 269 Right Peds 17 29 136 3 2 5 173 292 1365 King of Prussia Road

Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Matson Ford Rd Date: Wednesday, November 18, 215 Tech: RZ File Name : SS1118-2 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 2 113 91 26 53 91 144 38 6 44 394 7:15 AM 2 123 133 258 8 144 224 51 22 73 555 7:3 AM 1 153 178 332 14 124 228 84 1 34 119 679 7:45 AM 4 162 139 35 95 136 1 232 75 1 26 12 639 Total 9 551 541 111 332 495 1 828 248 2 88 338 2267 8: AM 5 154 126 285 82 128 1 211 1 2 3 53 5 18 1 77 576 8:15 AM 8 142 14 254 79 126 25 1 4 5 64 3 15 82 546 8:3 AM 4 17 127 31 67 136 4 27 2 2 56 1 1 67 577 8:45 AM 5 144 132 281 6 136 3 199 2 2 84 2 35 121 63 Total 22 61 489 1121 288 526 8 822 1 3 8 12 257 11 78 1 347 232 *** BREAK *** 4: PM 2 145 4 187 22 157 179 1 4 5 89 56 145 516 4:15 PM 1 122 44 167 22 193 215 1 4 5 8 1 39 12 57 4:3 PM 1 123 64 188 18 169 1 188 1 3 4 11 2 7 182 562 4:45 PM 1 93 57 151 37 199 236 1 1 112 1 53 166 554 Total 5 483 25 693 99 718 1 818 2 2 11 15 391 4 218 613 2139 5: PM 3 16 56 2 167 27 172 1 2 2 2 2 2 8 126 57 183 558 5:15 PM 1 18 74 183 35 183 218 1 1 2 15 1 56 27 61 5:3 PM 11 51 152 18 172 19 1 1 2 13 65 195 539 5:45 PM 3 18 5 161 38 189 227 1 5 6 15 34 139 533 Total 7 423 231 2 663 118 716 1 835 3 4 9 2 18 511 1 212 724 224 Grand Total 43 267 1466 2 3578 837 2455 11 333 6 9 28 2 45 147 18 596 1 222 8948 Apprch % 1.2 57.8 41.1 25.3 74.3.3 13.3 2 62.2 4.4 69.6.9 29.5 Total %.5 23.1 16.4 4 9.4 27.4.1 36.9.1.1.3.5 15.7.2 6.7 22.6 Cars 43 258 1446 2 3549 825 2447 11 3283 6 9 24 2 41 1386 18 382 1 1787 866 % Cars 1 99.6 98.6 1 99.2 98.6 99.7 1 99.4 1 1 85.7 1 91.1 98.5 1 64.1 1 88.4 96.8 Heavy Vehicles % Heavy Vehicles.4 1.3.8 1.4.3.6 1.3 2.2 1.5.9 RTOR 1 1 4 4 3 21 24 29 % RTOR.1 14.3 8.9.2 33.7 1.1 2.3

Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Matson Ford Rd Date: Wednesday, November 18, 215 Tech: RZ File Name : SS1118-2 Site Code : Start Date : 11/18/215 Page No : 2 KING OF PRUSSIA RD 2446 3283 5729 22 2 42 21 21 2669 333 5972 11 11 Right 2447 8 2455 Thru 825 12 837 Left Peds Parking lot Dr. 72 41 113 4 4 72 45 117 24 4 28 6 6 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 382 13 21 596 18 1386 18 3 18 147 1 1 228 1787 467 31 31 62 1 24 25 2312 222 4334 MATSON FORD RD Left 43 43 Thru 258 9 267 Right 1446 19 1 1466 Peds 2 2 3857 3549 746 26 28 54 7 1 8 389 3578 7468 KING OF PRUSSIA RD

Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/Matson Ford Rd Date: Wednesday, November 18, 215 Tech: RZ File Name : SS1118-2 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 3 2 1 2 2 2 8 126 57 183 558 5:15 PM 1 18 74 183 35 183 218 1 1 2 15 1 56 27 61 5:3 PM 11 51 152 18 172 19 1 1 2 13 65 5:45 PM 3 18 5 161 38 189 227 1 5 6 15 34 139 533 Total Volume 7 423 231 2 663 118 716 1 835 3 4 9 2 18 511 1 212 724 224 % App. Total 1.1 63.8 34.8.3 14.1 85.7.1 16.7 22.2 5 11.1 7.6.1 29.3 PHF.583.979.78.25.96.776.947.25..92.375.5.45.25.563.852.25.815..874.918 Cars 7 423 231 2 663 118 716 1 835 3 4 9 2 18 51 1 141 652 2168 % Cars 1 1 1 1 1 1 1 1 1 1 1 1 1 1 99.8 1 66.5 9.1 96.8 Heavy Vehicles 1 1 1 % Heavy Vehicles.2.1. RTOR 71 71 71 % RTOR 33.5 9.8 3.2 KING OF PRUSSIA RD 567 835 142 71 71 638 835 1473 1 1 Right 716 716 Thru 118 118 Left Peds Peak Hour Data Parking lot Dr. 9 18 27 9 18 27 3 3 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 141 71 212 1 1 51 1 511 353 652 15 1 1 71 71 353 724 177 MATSON FORD RD Left 7 7 Thru 423 423 Right 231 231 Peds 2 2 1235 663 1898 1 1 1236 663 1899 KING OF PRUSSIA RD

Pennoni Associates Location: Montgomery County, PA Intersection: I476 NB Ramp/Route 3 Date: Wednesday, November 18, 215 Counter: ET/JT File Name : SS1118-3 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 1 1 88 243 331 2 137 89 228 56 7:15 AM 3 3 18 36 1 415 211 1 311 729 7:3 AM 1 1 2 2 152 44 1 557 157 126 11 294 854 7:45 AM 1 2 2 5 121 44 2 527 2 128 328 86 Total 6 2 2 1 2 2 469 1357 4 183 2 75 443 11 1161 33 8: AM 1 1 152 392 544 2 183 122 37 852 8:15 AM 117 318 2 437 188 126 4 318 755 8:3 AM 1 1 2 137 359 496 7 229 122 358 856 8:45 AM 3 1 4 18 372 1 481 197 92 289 774 Total 5 2 7 514 1441 3 1958 9 797 462 4 1272 3237 *** BREAK *** 4: PM 2 2 22 281 1 484 3 161 153 317 83 4:15 PM 1 1 216 354 1 571 1 159 14 3 872 4:3 PM 1 1 2 214 343 2 559 1 195 142 338 899 4:45 PM 1 1 218 357 575 184 145 329 95 Total 1 1 1 3 3 3 85 1335 4 2189 5 699 58 1284 3479 5: PM 27 376 1 647 1 165 147 3 316 963 5:15 PM 269 4 2 671 1 188 179 2 37 141 5:3 PM 1 1 251 45 71 1 139 132 272 974 5:45 PM 2 1 2 5 2 2 255 421 11 687 3 184 115 4 36 1 Total 3 1 2 6 2 2 145 1647 14 276 6 676 573 9 1264 3978 Grand Total 15 4 7 26 7 7 2878 578 25 8683 22 2877 258 24 4981 13697 Apprch % 57.7 15.4 26.9 1 33.1 66.6.3.4 57.8 41.3.5 Total %.1.1.2.1.1 21 42.2.2 63.4.2 21 15.2 36.4 Cars 14 4 7 25 4 4 2862 575 25 8592 21 2835 216 24 4896 13517 % Cars 93.3 1 1 96.2 57.1 57.1 99.4 98.7 1 99 95.5 98.5 98 1 98.3 98.7 Heavy Vehicles % Heavy Vehicles 6.7 3.8 42.9 42.9.6 1.3 1 4.5 1.5 2 1.7 1.3

Pennoni Associates Location: Montgomery County, PA Intersection: I476 NB Ramp/Route 3 Date: Wednesday, November 18, 215 Counter: ET/JT File Name : SS1118-3 Site Code : Start Date : 11/18/215 Page No : 2 I-476 NB on Ramp 4882 4 4886 58 3 61 494 7 4947 Right Thru 4 3 7 Left Peds Route 3 2849 8592 11441 43 91 134 2892 8683 11575 2862 16 2878 575 75 578 25 Left Thru 25 Right Peds North 11/18/215 7: AM 11/18/215 5:45 PM Cars Heavy Vehicles Right Thru Left Peds 216 2835 42 42 258 2877 21 1 22 24 24 5712 4896 168 75 85 16 5787 4981 1768 Route 3 Left 14 1 15 Thru 4 4 Right 7 7 Peds 46 25 71 1 1 2 47 26 73 Hillside Circle

Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/North Driveway Date: Wednesday, November 18, 215 Counter: ACB File Name : ss1118-4 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 196 196 38 38 234 7:15 AM 221 221 83 83 34 7:3 AM 266 266 74 74 34 7:45 AM 239 239 73 73 312 Total 922 922 268 268 119 8: AM 257 257 65 65 322 8:15 AM 298 298 55 55 353 8:3 AM 292 292 54 54 346 8:45 AM 36 36 61 61 367 Total 1153 1153 235 235 1388 4: PM 92 92 193 193 285 4:15 PM 86 86 22 22 288 4:3 PM 73 73 228 228 31 4:45 PM 73 73 211 211 284 Total 324 324 834 834 1158 5: PM 58 58 276 276 334 5:15 PM 68 68 283 283 351 5:3 PM 53 53 263 263 316 5:45 PM 9 9 22 22 31 Total 269 269 142 142 1311 Grand Total 2668 2668 2379 2379 547 Apprch % 1 1 Total % 52.9 52.9 47.1 47.1 Cars 2616 2616 2332 2332 4948 % Cars 98.1 98.1 98 98 98 Heavy Vehicles 52 52 47 47 99 % Heavy Vehicles 1.9 1.9 2 2 2

Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/North Driveway Date: Wednesday, November 18, 215 Counter: ACB File Name : ss1118-4 Site Code : Start Date : 11/18/215 Page No : 2 King of Prussia Road 2616 2332 4948 52 47 99 2668 2379 547 Right 2332 47 2379 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 2616 52 2668 Right Peds 2332 2616 4948 47 52 99 2379 2668 547 King of Prussia Road

Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/North Driveway Date: Wednesday, November 18, 215 Counter: ACB File Name : ss1118-4 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 221 221 83 83 34 7:3 AM 266 266 74 74 34 7:45 AM 239 239 73 73 312 8: AM 257 257 65 65 322 Total Volume 983 983 295 295 1278 % App. Total 1 1 PHF..924...924..889...889.......94 Cars 964 964 271 271 1235 % Cars 98.1 98.1 91.9 91.9 96.6 Heavy Vehicles 19 19 24 24 43 % Heavy Vehicles 1.9 1.9 8.1 8.1 3.4 King of Prussia Road 964 271 1235 19 24 43 983 295 1278 Right 271 24 295 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 964 19 983 Right Peds 271 964 1235 24 19 43 295 983 1278 King of Prussia Road

Pennoni Associates Location: Montgomery County, PA Intersection: K of P Rd/North Driveway Date: Wednesday, November 18, 215 Counter: ACB File Name : ss1118-4 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 58 58 276 276 334 5:15 PM 68 68 283 283 351 5:3 PM 53 53 263 263 316 5:45 PM 9 9 22 22 31 Total Volume 269 269 142 142 1311 % App. Total 1 1 PHF..747...747..92...92.......934 Cars 267 267 139 139 136 % Cars 99.3 99.3 99.7 99.7 99.6 Heavy Vehicles 2 2 3 3 5 % Heavy Vehicles.7.7.3.3.4

Pennoni Associates Location: Montgomery County, PA South Driveway Date: Wednesday, November 18, 215 Counter: PG File Name : SS1118-5 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 24 24 47 47 287 7:15 AM 349 349 17 17 456 7:3 AM 292 292 112 112 44 7:45 AM 242 242 79 79 321 Total 1123 1123 345 345 1468 8: AM 261 261 68 68 329 8:15 AM 31 31 6 6 361 8:3 AM 296 296 54 54 35 8:45 AM 313 313 61 61 374 Total 1171 1171 243 243 1414 4: PM 94 94 198 198 292 4:15 PM 9 9 22 22 292 4:3 PM 74 74 243 243 317 4:45 PM 84 84 218 218 32 Total 342 342 861 861 123 5: PM 67 67 287 287 354 5:15 PM 71 71 294 294 365 5:3 PM 58 58 272 272 33 5:45 PM 96 96 22 22 316 Total 292 292 173 173 1365 Grand Total 2928 2928 2522 2522 545 Apprch % 1 1 Total % 53.7 53.7 46.3 46.3 Cars 2872 2872 2463 2463 5335 % Cars 98.1 98.1 97.7 97.7 97.9 Heavy Vehicles 56 56 59 59 115 % Heavy Vehicles 1.9 1.9 2.3 2.3 2.1

Pennoni Associates Location: Montgomery County, PA South Driveway Date: Wednesday, November 18, 215 Counter: PG File Name : SS1118-5 Site Code : Start Date : 11/18/215 Page No : 2 King of Prussia Road 2872 2463 5335 56 59 115 2928 2522 545 Right 2463 59 2522 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 2872 56 2928 Right Peds 2463 2872 5335 59 56 115 2522 2928 545 King of Prussia Road

Pennoni Associates Location: Montgomery County, PA South Driveway Date: Wednesday, November 18, 215 Counter: PG File Name : SS1118-5 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 349 349 17 17 456 7:3 AM 292 292 112 112 44 7:45 AM 242 242 79 79 321 8: AM 261 261 68 68 329 Total Volume 1144 1144 366 366 151 % App. Total 1 1 PHF..819...819..817...817.......828 Cars 1126 1126 337 337 1463 % Cars 98.4 98.4 92.1 92.1 96.9 Heavy Vehicles 18 18 29 29 47 % Heavy Vehicles 1.6 1.6 7.9 7.9 3.1

Pennoni Associates Location: Montgomery County, PA South Driveway Date: Wednesday, November 18, 215 Counter: PG File Name : SS1118-5 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 67 67 287 287 354 5:15 PM 71 71 294 294 365 5:3 PM 58 58 272 272 33 5:45 PM 96 96 22 22 316 Total Volume 292 292 173 173 1365 % App. Total 1 1 PHF..76...76..912...912.......935 Cars 29 29 17 17 136 % Cars 99.3 99.3 99.7 99.7 99.6 Heavy Vehicles 2 2 3 3 5 % Heavy Vehicles.7.7.3.3.4 King of Prussia Road 29 17 136 2 3 5 292 173 1365 Right 17 3 173 Thru Left Peds Peak Hour Data North Peak Hour Begins at 5: PM Cars Heavy Vehicles Right Thru Left Peds South Driveway Left Thru 29 2 292 Right Peds 17 29 136 3 2 5 173 292 1365 King of Prussia Road

Pennoni Associates Location: Montgomery County, PA Intersection: 476NB Off/Rt. 3/ KOP Rd. Date: Tuesday, November 24, 215 Counter: ET / JT File Name : SS1124-1 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 147 182 66 395 35 13 48 42 231 273 92 43 135 851 7:15 AM 17 186 68 424 59 42 11 78 278 356 13 11 213 194 7:3 AM 192 173 85 45 82 3 112 29 325 354 148 58 26 1122 7:45 AM 216 153 88 457 58 16 74 18 321 339 145 53 198 168 Total 725 694 37 1726 234 11 335 167 1155 1322 488 264 752 4135 8: AM 167 186 9 443 51 16 1 68 43 333 376 128 33 161 148 8:15 AM 188 183 88 459 47 13 6 56 327 383 147 49 196 198 8:3 AM 17 161 92 423 33 7 8 48 68 333 41 147 5 197 169 8:45 AM 126 124 87 337 42 12 54 73 312 385 166 6 1 227 13 Total 651 654 357 1662 173 7 49 1 23 24 135 1545 588 192 1 781 4218 *** BREAK *** 4: PM 67 54 4 161 138 74 2 214 19 374 393 167 24 191 959 4:15 PM 8 52 42 1 175 114 59 173 21 383 44 149 29 178 93 4:3 PM 69 36 34 139 176 87 263 12 387 399 123 24 147 948 4:45 PM 77 45 55 177 125 83 1 29 12 378 39 135 27 162 938 Total 293 187 171 1 652 553 33 3 859 64 1522 1586 574 14 678 3775 5: PM 62 37 5 149 184 98 282 11 362 373 149 31 18 984 5:15 PM 73 49 45 167 18 87 267 16 394 41 151 39 19 134 5:3 PM 77 43 62 182 164 64 228 1 392 42 124 32 1 157 969 5:45 PM 55 67 53 6 181 122 5 172 9 361 37 143 43 186 99 Total 267 196 21 6 679 65 299 949 46 159 1555 567 145 1 713 3896 Grand Total 1936 1731 145 7 4719 161 5491 68 2217 Cars 1926 1722 129 6 4683 1576 7 653 3 2239 517 5426 5943 2195 483 2 268 15545 % Cars 99.5 99.5 98.5 85.7 99.2 97.9 1 86.8 75 94.4 1 98.8 98.9 99 68.5 1 91.7 97 Heavy Vehicles 1 8 7 1 26 34 11 1 46 65 65 21 21 42 179 % Heavy Vehicles.5.5.7 14.3.6 2.1 1.5 25 1.9 1.2 1.1.9 3 1.4 1.1 RTOR 1 9 1 88 88 1 21 22 3 % RTOR.1.9.2 11.7 3.7 28.5 6.9 1.9

Pennoni Associates Location: Montgomery County, PA Intersection: 476NB Off/Rt. 3/ KOP Rd. Date: Tuesday, November 24, 215 Counter: ET / JT File Name : SS1124-1 Site Code : Start Date : 11/24/215 Page No : 2 King of Prussia Road 2722 2239 4961 29 46 75 22 88 29 2953 2373 5326 653 11 88 752 Right 7 7 Thru 1576 3 34 1 161 4 Left Peds Route 3 4774 5943 1717 42 65 17 89 89 495 68 1913 517 5426 65 517 5491 Left Thru Right Peds North 11/24/215 7: AM 11/24/215 5:45 PM Cars Heavy Vehicles RTOR Right Thru Left Peds 483 2195 21 21 21 1 75 2217 2 2 831 268 1711 16 42 148 9 22 211 8146 2924 117 Route 3 Left 1926 1 1936 Thru 1722 8 1 1731 Right 129 7 9 145 Peds 6 1 7 7 4683 469 26 26 1 1 7 4719 4726 I-476 NB Off Ramp

Pennoni Associates Location: Montgomery County, PA Intersection: 476NB Off/Rt. 3/ KOP Rd. Date: Tuesday, November 24, 215 Counter: ET / JT File Name : SS1124-1 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 17 186 68 424 59 42 11 78 278 356 13 11 213 194 7:3 AM 192 173 85 45 82 3 112 29 325 354 148 58 26 1122 7:45 AM 216 153 88 457 58 16 74 18 321 339 145 53 198 168 8: AM 167 186 9 443 51 16 1 68 43 333 376 128 33 161 148 Total Volume 745 698 331 1774 25 14 1 355 168 1257 1425 524 254 778 4332 % App. Total PHF.862.938.919..97.762..619.25.792.538.944...947..885.577..913.965 Cars 741 694 326 1761 233 75 38 168 1228 1396 518 169 687 4152 % Cars 99.5 99.4 98.5 99.3 93.2 72.1 86.8 1 97.7 98. 98.9 66.5 88.3 95.8 Heavy Vehicles % Heavy Vehicles.5.6.9.6 6.8 5.8 1 6.8 2.3 2. 1. 2.4 1.4 1.7 RTOR 2 2 23 23 1 79 8 15 % RTOR.6.1 22.1 6.5.2 31.1 1.3 2.4 King of Prussia Road 131 38 1339 1 24 34 79 23 12 112 355 1475 75 6 23 14 Right Thru 233 17 1 25 1 Left Peds Peak Hour Data Route 3 1334 1396 273 15 29 44 24 24 1373 1425 2798 168 1228 29 168 1257 Left Thru Right Peds North Peak Hour Begins at 7:15 AM Cars Heavy Vehicles RTOR Right Thru Left Peds 169 6 79 254 518 5 1 524 1787 687 2474 49 11 6 2 8 82 1838 778 2616 Route 3 Left 741 4 745 Thru 694 4 698 Right 326 3 2 331 Peds 1761 1761 11 11 2 2 1774 1774 I-476 NB Off Ramp

Pennoni Associates Location: Montgomery County, PA Intersection: 476NB Off/Rt. 3/ KOP Rd. Date: Tuesday, November 24, 215 Counter: ET / JT File Name : SS1124-1 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 62 37 5 149 184 98 282 11 362 373 149 31 18 984 5:15 PM 73 49 45 167 18 87 267 16 394 41 151 39 19 134 5:3 PM 77 43 62 182 164 64 228 1 392 42 124 32 1 157 969 5:45 PM 55 67 53 6 181 122 5 172 9 361 37 143 43 186 99 Total Volume 267 196 21 6 679 65 299 949 46 159 1555 567 145 1 713 3896 % App. Total PHF.867.731.847.25.933.883..763..841.719.957...948..939.843.25.938.942 Cars 264 196 28 6 674 648 266 914 46 157 1553 566 118 1 685 3826 % Cars 98.9 1 99. 1 99.3 99.7 89. 96.3 1 99.9 99.9 99.8 81.4 1 96.1 98.2 Heavy Vehicles % Heavy Vehicles 1.1.4.3.2.1.1.2.7.3.2 RTOR 2 2 33 33 26 26 61 % RTOR 1..3 11. 3.5 17.9 3.6 1.6 King of Prussia Road 36 914 1274 1 2 3 26 33 59 387 949 1336 266 33 299 Right Thru 648 2 65 Left Peds Peak Hour Data Route 3 196 1553 2649 4 2 6 33 33 1133 1555 2688 46 157 2 46 159 Left Thru Right Peds North Peak Hour Begins at 5: PM Cars Heavy Vehicles RTOR Right Thru Left Peds 118 1 26 145 566 1 567 1 1 2363 685 348 4 2 6 2 26 28 2369 713 382 Route 3 Left 264 3 267 Thru 196 196 Right 28 2 21 Peds 6 6 674 674 3 3 2 2 679 679 I-476 NB Off Ramp

Montgomery County, PA US 3/I476 SB Ramps Thursday, September 8, 216 Location: 4.37391, - 75.359559 www.tstdata.com 184 Baker Rd Coatesville, Pennsylvania, United States 1932 61-466-1469 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 177 19 196 66 95 122 283 68 36 157 261 74 7:15 AM 245 34 279 68 9 136 294 58 45 17 273 846 7:3 AM 255 46 31 51 15 189 345 44 4 21 294 94 7:45 AM 3 39 339 99 76 197 372 27 61 184 272 983 Hourly Total 977 138 1115 284 366 644 1294 197 182 721 11 359 8: AM 38 33 341 118 58 17 346 23 58 2 281 968 8:15 AM 29 44 334 12 66 213 381 35 39 24 278 993 8:3 AM 285 37 322 12 74 2 394 32 48 165 245 961 8:45 AM 241 31 1 273 16 88 29 43 38 27 148 213 889 Hourly Total 1124 145 1 127 446 286 792 1524 128 172 717 117 3811 9: AM *** BREAK *** - - - - - - - - - - - - - - - - - - Hourly Total 4: PM 162 112 274 3 6 81 171 72 73 24 385 83 4:15 PM 162 19 271 56 68 95 219 7 61 257 388 878 4:3 PM 193 11 1 295 37 79 126 1 243 69 55 287 411 949 4:45 PM 24 16 31 7 85 16 261 67 66 277 41 981 Hourly Total 721 428 1 115 193 292 48 1 894 278 255 161 1594 3638 5: PM 151 131 282 59 89 15 253 58 76 272 46 941 5:15 PM 174 12 276 6 79 15 244 8 76 26 416 936 5:3 PM 179 12 2 31 83 82 132 297 68 77 227 372 97 5:45 PM 19 125 2 317 86 68 126 28 71 69 254 394 991 Hourly Total 694 478 4 1176 288 318 468 174 277 298 113 1588 3838 Grand Total 3516 1189 6 4711 1211 1262 2312 1 4786 88 97 3512 5299 14796 Approach % 74.6 25.2.1 - - 25.3 26.4 48.3. - - 16.6 17.1 66.3. - - - Total % 23.8 8.. - 31.8 8.2 8.5 15.6. - 32.3 5.9 6.1 23.7. - 35.8 - Lights 3451 1161 5-4617 1162 1215 2274 1-4652 871 895 3447-5213 14482 % Lights 98.2 97.6 83.3-98. 96. 96.3 98.4 1. - 97.2 99. 98.7 98.1 - - 98.4 97.9 Buses 16 6 1-23 6 11 1-18 5 3 5-13 54 % Buses.5.5 16.7 -.5.5.9.. -.4.6.3.1 - -.2.4 Trucks 49 22-71 43 36 37-116 4 9 6-73 26 % Trucks 1.4 1.9. - 1.5 3.6 2.9 1.6. - 2.4.5 1. 1.7 - - 1.4 1.8 Bicycles on Crosswalk % Bicycles on Crosswalk - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Pedestrians - - - - - - - - - - - - - - - % Pedestrians - - - - - - - - - - - - - - - - - - App. Total Int. Total

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

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

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 215 91 83 119 2,134 2,134 Off-Site Parking 55 13 5 7 159 159 Total 27 14 88 189 2,293 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 515 64(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 27 14 88 189 2,293 2,293 Office Trips (ITE) 64 9 12 58 258 257 Remaining Trips (TAMP) 26 95 76 131 2,35 2,36

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 21.54 1.59 1.9 (.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 88 8 14 58 638 638 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 8.56.64.48 (.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

FERN HILL MEDICAL CAMPUS DRIVEWAY COUNTS Location AM PEAK PM PEAK DAILY IN OUT IN OUT IN OUT Fern Hill Medical Campus 395 15 85 227 2382 2382 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 21.36 2.24 1.4 (.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 21.54 1.59 1.9 (124,3 SF/ 189 PP) (.68 in/.32 out) (.37 in/.63 out) Valley Forge 8.56.64.48 (88,3 SF/ 149 PP) (.92 in/.8 out) (.2 in/.8 out) Fern Hill 21.36 2.24 1.4 (154,826 SF/ 223 PP) (.79 in/.21 out) (.27 in/.73 out) Average 18.2 1.6 1.6 (.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:

Method (Land Use) Size AM Rate AM Trips PM Rate PM Trips Calculated - Medical Use 271 Patient Pos. 1.6 434 1.6 287 (Trips/Patient Position) (Average Rate)

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 4,883 334 1 434 83 24 287 (271 PP) General Office Building (ITE Land Use 71) 15, SF 1, SF GFA 827 827 1,655 26 28 234 38 186 224 Hotel (ITE Land Use 31) 75, SF (12 rooms) Rooms 49 49 98 38 26 64 37 35 72 Total 3,759 3,759 7,518 577 154 731 158 425 583 * Trip generation calculated using calculated trip rates for Medical Mixed Use based on observations of similar facilities

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

Volume Development Table University of Pennsylvania Health Systems Weekday AM Existing Site Trips New Trips AM AM Traffic Volumes Count 216 538 in 73 out 22 225 22 225 577 in 154 out Total 22 225 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 1 1 1 1 1 1 1 1 1 and eb thru 2 Parking Drive/ eb right 3 2 2 2 2 2 2 2 2 Matsonford Road (E/W) wb left 4 263 264 8 43 43 268 273 311 316 8 46 46 314 319 wb thru 5 7 7 7 7 7 7 7 7 wb right 6 1 1 12 14 12 14 12 14 nb left 7 12 12 12 12 12 12 12 12 nb thru 8 592 594 15 11 11 63 615 614 626 15 23 23 626 638 nb right 9 576 578 8 6 6 587 598 593 64 8 12 12 599 611 sb left 1 361 362 368 375 368 375 368 375 sb thru 11 532 534 15 81 81 542 553 623 633 15 87 87 629 639 sb right 12 2 2 2 2 2 2 2 2 King of Prussia Road (E/W) eb left 1 37 37 38 38 38 38 38 38 and eb thru 2 259 259 23 124 124 263 268 387 392 23 133 133 396 41 Radnor Chester Road (N/S) eb right 3 46 46 467 476 467 476 467 476 wb left 4 25 25 2 1 1 25 26 27 27 2 3 3 28 29 wb thru 5 79 79 23 17 17 82 817 819 834 23 35 35 837 853 wb right 6 7 7 7 7 7 7 7 7 nb left 7 494 494 52 511 52 511 52 511 nb thru 8 32 32 32 33 32 33 32 33 nb right 9 46 46 2 11 11 47 48 57 58 2 12 12 58 59 sb left 1 2 2 2 2 2 2 2 2 sb thru 11 1 1 1 1 1 1 1 1 sb right 12 6 6 6 6 6 6 6 6 King of Prussia Road (N/S) wb left 1 5 5 25 18 18 5 5 23 23 1 15 15 2 21 and wb right 2 26 26 1 7 7 26 27 34 34 1 15 15 42 42 Septa Driveway (W) nb thru 3 933 933 15 11 11 947 965 958 976 15 23 23 97 988 nb right 4 56 56 25 135 135 57 58 191 192 1 58 58 115 116 sb left 5 6 6 1 54 54 61 62 115 116 15 87 87 147 149 sb thru 6 242 242 15 81 81 246 25 326 331 1 58 58 33 38 King of Prussia Road (N/S) wb left 1 5 4 4 4 4 and wb right 2 5 4 4 4 4 N. Driveway (Exit Only) nb thru 3 983 983 25 135 1 7 142 998 117 114 1159 1 58 15 23 81 179 198 sb thru 4 295 295 15 81 25 18 99 3 35 398 44 1 58 1 15 73 373 378 King of Prussia Road (N/S) eb left 1 9 9 9 9 9 9 9 9 and eb thru 2 Raider Road(E/W) eb right 3 128 128 13 133 13 133 13 133 wb left 4 64 99 99 99 99 wb right 5 14 22 22 22 22 nb left 6 17 171 173 177 173 177 173 177 nb thru 7 974 978 25 135 1 7 142 993 112 1134 1153 1 58 1 2 59 152 171 nb right 8 5 27 27 27 27 64 369 369 369 369 sb left 9 5 27 27 27 27 9 52 52 52 52 sb thru 1 238 239 1 54 3 22 76 243 247 318 323 1 6 1 15 21 264 268 sb right 11 57 57 58 59 58 59 58 59 King of Prussia Road (N/S) wb left 1 45 33 33 33 33 1 2 2 2 2 and wb right 2 1 7 7 7 7 1 2 2 2 2 Southern Driveway (E/W) nb thru 3 1144 1144 3 161 161 1161 1184 1323 1345 74 427 427 1588 1611 nb right 4 45 242 242 242 242 1 6 6 6 6 sb left 5 1 54 54 54 54 1 6 6 6 6 sb thru 6 366 366 3 22 22 372 379 393 41 74 114 114 486 493 1/12/218

Volume Development Table University of Pennsylvania Health Systems Weekday AM Existing Site Trips New Trips AM AM Traffic Volumes Count 216 538 in 73 out 22 225 22 225 577 in 154 out Total 22 225 mvmt mvmt no Data base % vol % vol Base Base No Build No Build % vol % vol Trips Build Build Lancaster Avenue (E/W) eb left 1 168 169 35 188 188 171 174 36 363 35 22 22 373 376 and eb thru 2 1257 1262 1281 136 1281 136 1281 136 I-476 NB Off Ramps/ wb thru 3 524 526 534 544 534 544 534 544 King of Prussia Road (N/S) wb right 4 254 255 2 18 18 259 264 366 371 2 115 115 374 379 nb left 5 745 748 759 774 759 774 759 774 nb thru 6 698 71 2 18 18 711 725 819 833 2 115 115 827 84 nb right 7 331 332 337 344 337 344 337 344 sb left 8 25 251 4 29 29 255 26 284 289 4 62 62 316 321 sb right 9 14 14 35 26 26 16 18 132 134 35 54 54 16 162 Lancaster Avenue (E/W) eb thru 1 753 753 15 81 81 765 779 845 86 15 87 87 851 866 and eb right 2 323 323 328 334 328 334 328 334 I-476 SB Off Ramps (N/S) wb left 3 153 153 2 15 15 155 158 17 173 2 31 31 186 189 wb thru 4 1183 1183 15 11 11 121 1224 1212 1235 15 23 23 1224 1247 nb left 5 78 78 792 87 792 87 792 87 nb right 6 713 713 2 18 18 724 738 831 845 2 115 115 839 853 Lancaster Avenue (E/W) eb left 1 533 535 2 15 15 543 554 558 568 2 31 31 574 584 and eb thru 2 156 1512 2 15 15 1535 1564 1549 1579 2 31 31 1566 1595 I-476 NB On Ramp/ eb right 3 4 4 4 4 4 4 4 4 Hillside Circuit (N/S) wb left 4 2 2 2 2 2 2 2 2 wb thru 5 751 754 2 18 18 765 78 873 888 2 115 115 881 895 wb right 6 476 478 485 494 485 494 485 494 nb left 7 6 6 6 6 6 6 6 6 nb thru 8 2 2 2 2 2 2 2 2 nb right 9 2 2 2 2 2 2 2 2 Lancaster Avenue (E/W) eb left 1 137 137 139 142 139 142 139 142 and eb thru 2 889 889 15 81 81 93 92 983 11 15 87 87 989 16 Radnor Chester Road (N/S) eb right 3 52 52 53 54 53 54 53 54 wb left 4 29 29 212 216 212 216 212 216 wb thru 5 1434 1434 15 11 11 1456 1484 1467 1495 15 23 23 1479 157 wb right 6 431 431 438 446 438 446 438 446 nb left 7 91 91 92 94 92 94 92 94 nb thru 8 367 367 373 38 373 38 373 38 nb right 9 82 82 83 85 83 85 83 85 sb left 1 95 95 96 98 96 98 96 98 sb thru 11 13 13 132 135 132 135 132 135 sb right 12 15 15 17 19 17 19 17 19 1/12/218

Volume Development Table University of Pennsylvania Health Systems Weekday PM Existing Site Trips New Trips PM PM Traffic Volumes Count 216 95 in 462 out 22 225 22 225 158 in 425 out Total 22 225 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 1 3 3 3 3 3 3 3 3 and eb thru 2 4 4 4 4 4 4 4 4 Parking Drive/ eb right 3 9 9 9 9 9 9 9 9 Matsonford Road (E/W) wb left 4 511 513 8 8 8 521 531 528 538 8 13 13 533 543 wb thru 5 1 1 1 1 1 1 1 1 wb right 6 212 213 216 22 216 22 216 22 nb left 1 7 7 7 7 7 7 7 7 nb thru 11 423 425 15 69 69 431 439 5 59 15 64 64 495 53 nb right 12 231 232 8 37 37 235 24 272 277 8 34 34 269 274 sb left 7 118 118 12 123 12 123 12 123 sb thru 8 716 719 15 14 14 73 744 744 758 15 24 24 753 767 sb right 9 1 1 1 1 1 1 1 1 King of Prussia Road (E/W) eb left 1 8 8 8 8 8 8 8 8 and eb thru 2 75 75 23 22 22 716 729 738 751 23 36 36 752 766 Radnor Chester Road (N/S) eb right 3 654 654 664 677 664 677 664 677 wb left 4 49 49 2 9 9 5 51 59 6 2 9 9 58 59 wb thru 5 317 317 23 16 16 322 328 428 434 23 98 98 42 426 wb right 6 1 1 1 1 1 1 1 1 nb left 7 395 395 41 49 41 49 41 49 nb thru 8 7 7 7 7 7 7 7 7 nb right 9 137 137 2 2 2 139 142 141 144 2 3 3 142 145 sb left 1 31 31 31 32 31 32 31 32 sb thru 11 36 36 37 37 37 37 37 37 sb right 12 48 48 49 5 49 5 49 5 King of Prussia Road (N/S) wb left 1 33 33 25 116 116 34 34 149 15 1 43 43 76 77 and wb right 2 41 41 1 46 46 42 42 88 89 1 43 43 84 85 Septa Driveway (W) nb thru 3 334 334 15 69 69 339 346 48 415 15 64 64 43 49 nb right 4 1 1 25 24 24 1 1 25 25 1 16 16 17 17 sb left 5 29 29 1 1 1 29 3 39 4 15 24 24 53 54 sb thru 6 94 94 15 14 14 954 973 969 987 1 16 16 97 988 King of Prussia Road (N/S) wb left 1 5 23 23 23 23 and wb right 2 5 23 23 23 23 N. Driveway (Exit Only) nb thru 3 269 269 25 24 1 46 7 273 278 343 348 1 16 15 64 8 353 358 sb thru 4 142 142 15 14 25 116 13 158 178 1188 128 1 16 1 43 58 1116 1136 King of Prussia Road (N/S) eb left 1 5 5 5 5 5 5 5 5 and eb thru 2 Raider Road(E/W) eb right 3 4 4 41 42 41 42 41 42 wb left 4 64 272 272 272 272 wb right 5 14 6 6 6 6 nb left 6 23 23 23 24 23 24 23 24 nb thru 7 269 27 25 24 1 46 7 274 279 344 349 1 16 1 4 2 294 299 nb right 8 5 5 5 5 5 64 11 11 11 11 sb left 9 5 5 5 5 5 9 14 14 14 14 sb thru 1 133 137 1 1 3 139 148 153 173 121 1221 1 2 1 43 44 197 1117 sb right 11 5 5 5 5 5 5 5 5 King of Prussia Road (N/S) wb left 1 45 28 28 28 28 1 4 4 4 4 and wb right 2 1 46 46 46 46 1 4 4 4 4 Southern Driveway (E/W) nb thru 3 292 292 3 29 29 296 32 325 331 74 117 117 413 419 nb right 4 45 43 43 43 43 1 2 2 2 2 sb left 5 1 1 1 1 1 1 2 2 2 2 sb thru 6 173 173 3 139 139 189 111 1228 1249 74 315 315 144 1425 1/12/218

Volume Development Table University of Pennsylvania Health Systems Weekday PM Existing Site Trips New Trips PM PM Traffic Volumes Count 216 95 in 462 out 22 225 22 225 158 in 425 out Total 22 225 mvmt mvmt no Data base % vol % vol Base Base No Build No Build % vol % vol Trips Build Build Lancaster Avenue (E/W) eb left 1 46 46 35 33 33 47 48 8 81 35 55 55 12 13 and eb thru 2 159 1515 1538 1567 1538 1567 1538 1567 I-476 NB Off Ramps/ wb thru 3 567 569 578 589 578 589 578 589 King of Prussia Road (N/S) wb right 4 145 146 2 19 19 148 151 167 17 2 32 32 179 182 nb left 5 267 268 272 277 272 277 272 277 nb thru 6 196 197 2 19 19 2 24 219 223 2 32 32 231 235 nb right 7 21 211 214 218 214 218 214 218 sb left 8 65 652 4 185 185 662 675 847 86 4 17 17 832 845 sb right 9 299 3 35 162 162 35 311 466 472 35 149 149 453 459 Lancaster Avenue (E/W) eb thru 1 113 113 15 14 14 128 148 143 162 15 24 24 152 172 and eb right 2 575 575 584 595 584 595 584 595 I-476 SB Off Ramps (N/S) wb left 3 478 478 2 92 92 485 495 578 587 2 85 85 57 58 wb thru 4 694 694 15 69 69 75 718 774 787 15 64 64 768 782 nb left 5 66 66 615 627 615 627 615 627 nb right 6 468 468 2 19 19 475 484 494 53 2 32 32 57 516 Lancaster Avenue (E/W) eb left 1 145 149 2 92 92 165 185 1157 1178 2 85 85 115 117 and eb thru 2 1647 1653 2 92 92 1679 1711 1771 183 2 85 85 1764 1796 I-476 NB On Ramp/ eb right 3 14 14 14 15 14 15 14 15 Hillside Circuit (N/S) wb left 4 6 6 6 6 6 6 6 6 wb thru 5 676 679 2 19 19 689 72 78 721 2 32 32 721 734 wb right 6 573 575 584 595 584 595 584 595 nb left 7 3 3 3 3 3 3 3 3 nb thru 8 1 1 1 1 1 1 1 1 nb right 9 2 2 2 2 2 2 2 2 Lancaster Avenue (E/W) eb left 1 118 118 12 122 12 122 12 122 and eb thru 2 1134 1134 15 14 14 1151 1173 1166 1188 15 24 24 1175 1197 Radnor Chester Road (N/S) eb right 3 92 92 93 95 93 95 93 95 wb left 4 195 195 198 22 198 22 198 22 wb thru 5 129 129 15 69 69 145 165 1114 1134 15 64 64 118 1128 wb right 6 124 124 126 128 126 128 126 128 nb left 7 8 8 81 83 81 83 81 83 nb thru 8 28 28 211 215 211 215 211 215 nb right 9 139 139 141 144 141 144 141 144 sb left 1 44 44 41 418 41 418 41 418 sb thru 11 441 441 448 456 448 456 448 456 sb right 12 212 212 215 219 215 219 215 219 1/12/218

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

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 1,123 268 166 8: AM 1,171 235 25 4: PM 342 819 69 5: 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 571 148 719 158 425 583 3,759 3,759 7,518 Start Time 7: AM 8: AM 4: PM 5: PM Mixed Use Entering Trips Est. % Daily Entering Trips 11.4% 428 15.2% 571 4.2% 158 3.2% 119 Mixed Use Exiting Trips Est. % Daily Exiting Trips 2.4% 89 3.9% 148 11.3% 425 8.5% 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 1,123 274 44 268 39 13 166 69 8: AM 1,171 365 59 235 51 21 25 115 4: PM 342 11 2 819 14 44 69 332 5: PM 292 76 15 1,38 11 33 48 249 1 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 1,441 32 166 69 166 1,76 Y Y 8: AM 1,595 37 25 115 115 1,92 Y Y 4: PM 463 877 69 332 332 1,34 Y Y 5: PM 383 1,82 48 249 249 1,465 Y Y

Page 44 29 Edition Figure 4C-1. Warrant 2, Four-Hour Vehicular Volume 3 4 5 6 7 8 9 1 11 12 13 14 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 4 3 2 1 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE

29 Edition Page 441 4 5 6 7 8 9 1 11 12 13 14 15 16 17 18 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 5 4 3 2 2 OR MORE LANES & 2 OR MORE LANES 2 OR MORE LANES & 1 LANE 1 LANE & 1 LANE 15* 1 1*

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

9 8 7 6 5 4 3 2 1 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% 2 4 6 8 1 12 14 16 18 Advancing Volume (VPH) Volume Data Point 1.7% Opposing Volume (VPH)

12 1 8 6 4 2 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% 2 4 6 8 1 12 14 16 18 Advancing Volume (VPH) Volume Data Point 5.6% Opposing Volume (VPH)

16 14 12 1 8 6 4 2 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 2 4 6 8 1 12 Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)

9 8 7 6 5 4 3 2 1 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% 2 4 6 8 1 12 14 16 18 Advancing Volume (VPH) Volume Data Point 5.3% Opposing Volume (VPH)

18 16 14 12 1 8 6 4 2 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% 2 4 6 8 1 12 14 16 18 Advancing Volume (VPH) Volume Data Point 12.5% Opposing Volume (VPH)

9 8 7 6 5 4 3 2 1 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% 2 4 6 8 1 12 14 16 18 Advancing Volume (VPH) Volume Data Point 1.2% Opposing Volume (VPH)

2 18 16 14 12 1 8 6 4 2 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%, 2 4 6 8 1 12 14 16 Advancing Volume (VPH) Opposing Volume (VPH)

9 8 7 6 5 4 3 2 1 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% 5 1 15 2 25 3 35 4 45 5 Advancing Volume (VPH) Volume Data Point.1% Opposing Volume (VPH)

16 14 12 1 8 6 4 2 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 2 4 6 8 1 12 Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)

16 14 12 1 8 6 4 2 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, 17 2 4 6 8 1 12 Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)

4 35 3 25 2 15 1 5 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 2 4 6 8 1 12 Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)

16 14 12 1 8 6 4 2 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 2 4 6 8 1 12 Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)

16 14 12 1 8 6 4 2 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, 6 5 1 15 2 25 Advancing Volume including Right Turns (VPH) Volume Data Point Right Turning Traffic (VPH)