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HomeMy WebLinkAboutMemo from Steven Fehribach A & F Engineering- Addendum to Traffic Study (r4;3ti' °��� , A & F ENGINEERING /�CO., IN/ TRAFFIC ENGINEERING STUDIES• TRAFFIC IMPgCT ANALYSES \V.CONSULTING ENGINEERS STREET&HIGHWAY DESIGN • TRAFFIC SIGNAL DESIGN WILLIAM J. FEH RIBACH, P.E. STREET&HIGHWAY LIGHTING DESIGN • PARKING LOT DESIGN PRESIDENT CONSTRUCTION ENGINEERING • M fir• MD}P& (*U- • . MOVZNIN(> MEMORANDUM To: Craig S. Hessee The Linder Company From: Steven J. Fehribach A&F Engineering Co., Inc Date: October 30, 1996 Re: Merchants Square Shopping Center Introduction This memorandum is an addendum to the Traffic Impact Study prepared for the Merchants Square Shopping Center. This addendum addresses the intersection of l'16th Street and Keystone Avenue and the intersection of Carmel Drive and Keystone Avenue. Purpose The purpose of this addendum is to review the capacity of the intersection during the Noon Peak Hour and PM Peak Hour. The intersections mentioned above will be studied for two scenarios. - Existing Traffic Volumes (figure 4) and Existing Roadway Geometrics - Existing Traffic Volumes Plus Generated Traffic Volumes (figure 5) and Existing Roadway Geometrics Capacity Analysis Capacity analyses have been run for each of the study intersections. The computer solutions are included with this memorandum. The following tables summarize the resulting levels of service at the study intersections. 12 ? ii6-6 ■ 5172 EAST 65TH STREET - INDIANAPOLIS, INDIANA 46220 - TELEPHONE (317)842-0864 FACSIMILE (317)849-6816 TABLE 1 LEVEL OF SERVICE SUMMARY KEYSTONE AVENUE & 116th STREET NOON PEAK HOUR MOVEMENT SCENARIO 1 SCENARIO 2 Northbound Approach C D Southbound Approach C C Eastbound Approach D D Westbound Approach C C Intersection C C PM PEAK HOUR Northbound Approach x Southbound Approach D D Eastbound Approach E E Westbound Approach C C Intersection x Scenario 1: Existing Traffic Volumes & Existing Geometrics Scenario 2: Sum of Existing Traffic Volumes Plus Generated Traffic Volumes and Existing Geometrics TABLE 2 LEVEL OF SERVICE SUMMARY KEYSTONE AVENUE & CARMEL DRIVE NOON PEAK HOUR MOVEMENT SCENARIO 1 SCENARIO 2 Northbound Approach D D Southbound Approach C C Eastbound Approach D D Westbound Approach C C Intersection C C PM PEAK HOUR Northbound Approach D D Southbound Approach D D Eastbound Approach D D Westbound Approach C C Intersection D D Scenario 1: Existing Traffic Volumes & Existing Geometrics Scenario 2: Sum of Existing Traffic Volumes Plus Generated Traffic Volumes and Existing Geometrics Conclusions The results of this analysis have shown the following: Keystone Avenue & 116th Street Based on existing traffic volumes and existing geometric conditions, the intersection operates at acceptable levels of service during the Noon Peak Hour. However, during the PM Peak Hour, the northbound approach and the intersection levels of service fail. When the additional volumes generated by the remodeled Merchants Square Shopping Center are added to the intersection, there will be no change in the level of service during either of the peak hours. Keystone Avenue & Carmel Drive Based on existing traffic volumes and existing geometric conditions, the intersection operates at acceptable levels of service during both the Noon Peak Hour and PM Peak Hour. When the additional volumes generated by the remodeled Merchants Square Shopping Center are added to the intersection, there will be no change in the level of service during either of the peak hours. KEYSTONE AVENUE & 116th STREET INTERSECTION DATA TRAFFIC VOLUMES & CAPACITY ANALYSES A & F ENGINEERING CO. , INC. TRAFFIC VOLUME SUMMARY CLIENT : THE LINDER COMPANY LOCATION : KEYSTONE AVENUE & 116TH STREET (11) DATE : OCTOBER 17, 1996 DIRECTION OF TRAVEL : NORTHBOUND HOUR LEFT THRU RIGHT TOTAL PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH AM 11-12 265 20 285 786 142 928 119 8 127 1170 170 1340 PM 12- 1 270 17 287 735 114 849 128 16 144 1133 147 1280 4- 5 323 20 343 1193 74 1267 143 9 152 1659 103 1762 5- 6 320 8 328 1401 65 1466 235 3 238 1956 76 2032 6- 7 284 11 295 1042 45 1087 157 4 161 1483 60 1543 7- 8 162 2 164 716 23 739 117 0 117 995 25 1020 PASSENGER 1624 5873 899 8396 95. 4% 92 . 7% 95. 7% 93 . 5% TRUCK 78 463 40 581 4 . 6% 7 . 3% 4 . 3% 6. 5% BOTH 1702 6336 939 8977 19 . 0% 70. 6% 10. 5% 100 . 0% DIRECTION OF TRAVEL : EASTBOUND HOUR LEFT THRU RIGHT TOTAL PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH AM 11-12 57 3 60 293 33 326 210 26 236 560 62 622 PM 12- 1 46 4 50 260 23 283 298 18 316 604 45 649 4- 5 63 6 69 413 9 422 236 4 240 712 19 731 5- 6 109 1 110 446 13 459 227 8 235 782 22 804 6- 7 111 0 111 394 7 401 222 1 223 727 8 735 7- 8 83 1 84 226 0 226 166 7 173 475 8 483 PASSENGER 469 2032 1359 3860 96. 9% 96. 0% 95. 5% 95 . 9% TRUCK 15 85 64 164 3 . 1% 4 . 0% 4 . 5% 4 . 1% BOTH 484 2117 1423 4024 12 . 0% 52 . 6% 35. 4% 100. 0% A & F ENGINEERING CO. , INC. TRAFFIC VOLUME SUMMARY CLIENT : THE LINDER COMPANY LOCATION : KEYSTONE AVENUE & 116TH STREET (11) DATE : OCTOBER 17, 1996 DIRECTION OF TRAVEL : SOUTHBOUND HOUR LEFT THRU RIGHT TOTAL PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH AM 11-12 163 11 174 777 89 866 110 15 125 1050 115 1165 PM 12- 1 184 20 204 841 103 944 129 9 138 1154 132 1286 4- 5 265 5 270 1058 88 1146 123 2 125 1446 95 1541 5- 6 242 6 248 1108 48 1156 107 0 107 1457 54 1511 6- 7 239 0 239 1074 43 1117 119 3 122 1432 46 1478 7- 8 196 4 200 786 31 817 91 1 92 1073 36 1109 PASSENGER 1289 5644 679 7612 96. 6% 93 . 4% 95. 8% 94 . 1% TRUCK 46 402 30 478 3 . 4% 6. 6% 4 . 2% 5. 9% BOTH 1335 6046 709 8090 16. 5% 74 . 7% 8 . 8% 100 . 0% DIRECTION OF TRAVEL : WESTBOUND HOUR LEFT THRU RIGHT TOTAL PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH AM 11-12 80 14 94 324 34 358 133 17 150 537 65 602 PM 12- 1 88 6 94 314 25 339 130 17 147 532 48 580 4- 5 107 24 131 319 29 348 163 9 172 589 62 651 5- 6 131 9 140 301 19 320 167 3 170 599 31 630 6- 7 126 1 127 347 5 352 184 1 185 657 7 664 7- 8 49 2 51 204 2 206 119 0 119 372 4 376 PASSENGER 581 1809 896 3286 91. 2% 94 . 1% 95. 0% 93 . 8% TRUCK 56 114 47 217 8 . 8% 5. 9% 5. 0% 6. 2% BOTH 637 1923 943 3503 18 . 2% 54 . 9% 26. 9% 100. 0% A & F ENGINEERING CO. , INC. TRAFFIC VOLUME SUMMARY CLIENT : THE LINDER COMPANY LOCATION : KEYSTONE AVENUE & 116TH STREET (11) DATE : OCTOBER 17, 1996 PEAK HOUR DATA I AM PEAK OFF PEAK PM PEAK HR BEGIN 11:15 AM HR BEGIN 4:45 PM L T R TOT L T R TOT L T R TOT NORTHBOUND 243 952 195 1390 329 1492 204 2025 EASTBOUND 59 320 247 626 100 456 230 786 SOUTHBOUND 190 900 148 1238 255 1175 123 1553 WESTBOUND 91 350 165 606 132 311 184 627 HOUR SUMMARY HOUR NB SB NB+SB EB WE EB+WB TOTAL - AM - 11-12 1340 1165 2505 622 602 1224 3729 - PM - 12- 1 1280 1286 2566 649 580 1229 3795 4- 5 1762 1541 3303 731 651 1382 4685 5- 6 2032 1511 3543 804 630 1434 4977 6- 7 1543 1478 3021 735 664 1399 4420 7- 8 1020 1109 2129 483 376 859 2988 TOTAL 8977 8090 17067 4024 3503 7527 24594 36. 5% 32 . 9% 69 . 4% 16. 4% 14 . 2% 30. 6% 100 . 0% - OFF PEAK VOLUMES - 15-MIN 359 335 188 179 HOUR 1390 1286 664 623 PHF 0. 97 0. 96 0 . 88 0 . 87 - PM PEAK VOLUMES - 15-MIN 577 432 219 175 HOUR 2032 1553 804 651 PHF 0.88 0. 90 0. 92 0 . 93 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 . 4d A & F ENGINEERING CO. , INC. 10-28-1996 Streets: (E-W) 116TH ST Analyst: SF (N-S) KEYSTONE AVE Area Type: Other File Name: CA2NOE.HC9 5-3-95 Comment: EXIST TRAFFIC VOLS & EXIST GEOMETRICSNOON Eastbound Westbound Northbound Southbound -L-- -T-- -R-- L T R L T R L T R No. Lanes 1 1 1 1 1 1 1 2 1 Volumes 59 320 247 91 350 165 243 952 195 190 900 148 Lane W (ft) 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 RTOR Vols 124 82 97 74 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 Phase Combination 1 2 Signal Operations EB Left * 3 4 NB Left *5 6 7 8 Thru * Thru * Right * Right * Peds Peds WB Left * * SB Left * Thru * * Thru * Right * * Right * Peds Peds NB Right EB Right * SB Right WB Right Green 13 . OA 24 . OA Green 19 . OA 38 . OA Yellow/AR 4 . 0 4 . 0 Yellow/AR 4 . 0 4 . 0 Cycle Length: 110 secs Phase combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 138 609 0. 448 0 . 227 25 . 2 D 27 . 0 D T 423 1863 0. 796 0 . 227 32 . 9 D R 691 1583 0. 187 0 . 436 12 . 3 B WB L 293 1770 0. 328 0 . 382 15 . 9 C 16 . 7 C T 711 1863 0. 517 0. 382 17 . 5 C R 604 1583 0 . 146 0. 382 14 . 4 B NB L 322 1770 0 . 795 0. 182 36 . 6 D 25. 0 C T 1321 3725 0. 797 0. 355 23 . 1 C R 561 1583 0 . 184 0 . 355 15 . 9 C SB L 322 1770 0. 621 0 . 182 29 . 4 D 22 . 7 C T 1321 3725 0. 753 0. 355 21. 9 C R 561 1583 0. 139 0 . 355 15 . 6 C Intersection Delay = 23 . 3 sec/veh Intersection LOS = C Lost Time/Cycle, L = 12 . 0 sec Critical v/c(x) = 0 . 743 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 . 4d A & F ENGINEERING CO. , INC. 10-28-1996 Streets: (E-W) 116TH ST (N-S) KEYSTONE AVE Analyst: SF FileName: CA2NOP.HC9 Area Type: Other 5-3-95 NOON Comment: EXIST + GENERATED TRAFFIC VOLS & EXIST GEOMETRICS Eastbound Westbound Northbound Southbound -L-- -T-- -R- L T R L T R L T R ---- ---- ---- No. Lanes 1 1 1 1 1 1 -1-- -2-- -1-- -1-- -2-- ---- Volumes 60 324 249 91 355 165 246 952 195 190 900 149 Lane W (ft) 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 RTOR Vols 124 82 97 74 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 Phase Combination 1 2 Signal Operations EB Left * 3 4 NB Left *5 6 7 8 Thru * Thru * Right * Right * Peds Peds WB Left * * SB Left * Thru * * Thru * Right * * Right * Peds Peds NB Right EB Right * SB Right WB Right Green 13 . OA 24 . OA Green 19 . OA 38 . OA Yellow/AR 4 . 0 4 . 0 Yellow/AR 4 . 0 4 . 0 Cycle Length: 110 secs Phase combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 136 600 0. 462 0 . 227 25 . 5 D 27 . 3 D T 423 1863 0. 805 0 . 227 33 . 5 D R 691 1583 0. 190 0 . 436 12 . 3 B WB L 293 1770 0. 328 0 . 382 15 . 9 C 16 . 8 C T 711 1863 0 . 526 0. 382 17 . 6 C R 604 1583 0 . 146 0. 382 14 . 4 B NB L 322 1770 0. 805 0 . 182 37 . 3 D 25 . 2 D T 1321 3725 0 . 797 0 . 355 23 . 1 C R 561 1583 0 . 184 0. 355 15 . 9 C SB L 322 1770 0 . 621 0. 182 29 . 4 D 22 . 7 C T 1321 3725 0. 753 0 . 355 21 . 9 C R 561 1583 0. 141 0 . 355 15 . 6 C Intersection Delay = 23 . 4 sec/veh Intersection LOS = C Lost Time/Cycle, L = 12 . 0 sec Critical v/c (x) = 0. 748 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 . 4d 10-28-1996 A & F ENGINEERING CO. , INC. Streets: (E-W) 116TH ST (N-S) KEYSTONE AVE Analyst: SF File Name: CA2PME.HC9 Area Type: Other 5-3-95 PM PEAK Comment: EXIST TRAFFIC VOLS & EXIST GEOMETRICS Eastbound Westbound Northbound Southbound -L- T R L T R L T R L T R ---- ---- ---- ---- ---- _ __ ---- No. Lanes 1 1 1 1 1 1 1 2 1 1 2 1 Volumes 100 456 230 132 311 184 329 1492 204 255 1175 123 Lane W (ft) 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 RTOR Vols 116 92 102 62 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * Thru * Right * Right * Peds Peds WB Left * * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right * EB Right * SB Right * WB Right Green 9 . OA 28 . OA Green 20. OA 38 . OA Yellow/AR 4 . 0 4 . 0 Yellow/AR 4 . 0 4 . 0 Cycle Length: 111 secs Phase combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 244 1770 0. 430 0. 378 16 . 6 C 41 . 3 E T 487 1863 0. 986 0 . 261 54 . 4 E R 756 1583 0 . 159 0 . 477 10 . 6 B WB L 227 1770 0. 612 0. 378 20 . 9 C 24 . 0 C T 487 1863 0. 672 0 . 261 26 . 2 D R 414 1583 0 . 235 0 . 261 20 . 9 C NB L 335 1770 1. 033 0. 189 76 . 7 F * * T 1309 3725 1. 261 0. 351 * * R 742 1583 0. 146 0 . 468 10 . 9 B SB L 335 1770 0 . 800 0. 189 36 . 6 D 38 . 8 D T 1309 3725 0. 993 0 . 351 40 . 7 E R 742 1583 0 . 086 0 . 468 10. 6 B Intersection Delay = * (sec/veh) Intersection LOS = * (g/C) * (V/c) is greater than one. Calculation of D1 is infeasable. HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 . 4d A & F ENGINEERING CO. , INC. 10-28-1996 Streets: (E-W) 116TH ST (N-S) KEYSTONE AVE Analyst: SF File Name: CA2PMP.HC9 Area Type: Other 5-3-95 PM PEAK Comment: EXIST + GENERATED TRAFFIC VOLS & EXIST GEOMETRICS Eastbound Westbound Northbound Southbound -L-- T R L T R L T R L T R ---- No. Lanes 1 1 1 1 1 1 1 2 1 1 2 1 Volumes 101 461 233 132 316 184 331 1492 204 255 1175 124 Lane W (ft) 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 RTOR Vols 116 92 102 62 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * Thru * Right * Right * Peds Peds WB Left * * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right * EB Right * SB Right * WB Right Green 9 . OA 28 . OA Green 20 . OA 38 . OA Yellow/AR 4 . 0 4 . 0 Yellow/AR 4 . 0 4 . 0 Cycle Length: ill secs Phase combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 240 1770 0. 442 0. 378 16 . 8 C 43 . 0 E T 487 1863 0 . 996 0 . 261 56 . 9 E R 756 1583 0 . 163 0 . 477 10 . 6 B WB L 227 1770 0. 612 0 . 378 20 . 9 C 24 . 2 C T 487 1863 0. 684 0. 261 26 . 6 D R 414 1583 0 . 235 0 . 261 20 . 9 C NB L 335 1770 1. 039 0 . 189 78 . 7 F * * T 1309 3725 1. 261 0. 351 * * R 742 1583 0. 146 0 . 468 10 . 9 B SB L 335 1770 0 . 800 0 . 189 36 . 6 D 38 . 8 D T 1309 3725 0. 993 0. 351 40 . 7 E R 742 1583 0. 089 0 . 468 10. 6 B Intersection Delay = * (sec/veh) Intersection LOS = * (g/C) * (V/c) is greater than one. Calculation of D1 is infeasable. KEYSTONE AVENUE & CARMEL DRIVE INTERSECTION DATA TRAFFIC VOLUMES & CAPACITY ANALYSES A & F ENGINEERING CO. , INC. TRAFFIC VOLUME SUMMARY CLIENT : THE LINDER COMPANY LOCATION : KEYSTONE AVENUE & CARMEL DRIVE (12) DATE : OCTOBER 15, 1996 DIRECTION OF TRAVEL : NORTHBOUND HOUR LEFT THRU RIGHT TOTAL PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH AM 11-12 302 26 328 561 89 650 23 2 25 886 117 1003 PM 12- 1 373 31 404 581 76 657 24 2 26 978 109 1087 4- 5 307 15 322 1119 93 1212 44 1 45 1470 109 1579 5- 6 278 4 282 1112 48 1160 58 1 59 1448 53 1501 6- 7 280 1 281 1125 41 1166 54 0 54 1459 42 1501 7- 8 201 0 201 689 34 723 38 0 38 928 34 962 PASSENGER 1741 5187 241 7169 95.8% 93 . 2% 97 . 6% 93 . 9% TRUCK 77 381 6 464 4 . 2% 6. 8% 2 . 4% 6 . 1% BOTH 1818 5568 247 7633 23 . 8% 72 . 9% 3 . 2% 100 . 0% DIRECTION OF TRAVEL : EASTBOUND HOUR LEFT THRU RIGHT TOTAL PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH AM 11-12 280 30 310 104 6 110 296 28 324 680 64 744 PM 12- 1 307 28 335 70 8 78 409 34 443 786 70 856 4- 5 422 12 434 150 3 153 468 19 487 1040 34 1074 5- 6 450 4 454 198 2 200 497 6 503 1145 12 1157 6- 7 409 2 411 140 0 140 326 4 330 875 6 881 7- 8 330 1 331 92 0 92 263 1 264 685 2 687 PASSENGER 2198 754 2259 5211 96. 6% 97 . 5% 96 . 1% 96. 5% TRUCK 77 19 92 188 3 .4% 2 . 5% 3 . 9% 3 . 5% BOTH 2275 773 2351 5399 42 . 1% 14 . 3% 43 . 5% 100 . 0% A & F ENGINEERING CO. , INC. TRAFFIC VOLUME SUMMARY CLIENT : THE LINDER COMPANY LOCATION : KEYSTONE AVENUE & CARMEL DRIVE (12) DATE : OCTOBER 15, 1996 DIRECTION OF TRAVEL : SOUTHBOUND HOUR LEFT THRU RIGHT TOTAL PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH AM 11-12 10 0 10 616 102 718 331 19 350 957 121 1078 PM 12- 1 8 0 8 624 93 717 327 16 343 959 109 1068 4- 5 6 1 7 823 105 928 341 8 349 1170 114 1284 5- 6 18 0 18 992 92 1084 387 2 389 1397 94 1491 6- 7 4 0 4 844 62 906 435 0 435 1283 62 1345 7- 8 5 0 5 541 48 589 219 0 219 765 48 813 PASSENGER 51 4440 2040 6531 98. 1% 89 . 8% 97 . 8% 92 . 3% TRUCK 1 502 45 548 1. 9% 10. 2% 2 . 2% 7 . 7% BOTH 52 4942 2085 7079 0. 7% 69 . 8% 29 . 5% 100 . 0% DIRECTION OF TRAVEL : WESTBOUND HOUR LEFT THRU RIGHT TOTAL PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH PASS TRUCK BOTH AM 11-12 25 1 26 92 1 93 15 1 16 132 3 135 PM 12- 1 22 3 25 80 5 85 13 1 14 115 9 124 4- 5 20 1 21 81 1 82 5 0 5 106 2 108 5- 6 26 2 28 50 2 52 13 0 13 89 4 93 6- 7 27 0 27 68 0 68 13 0 13 108 0 108 7- 8 18 2 20 58 2 60 11 0 11 87 4 91 PASSENGER 138 429 70 637 93 . 9% 97 . 5% 97 . 2% 96. 7% TRUCK 9 11 2 22 6. 1% 2 . 5% 2 . 8% 3 . 3% BOTH 147 440 72 659 22 . 3% 66.8% 10 . 9% 100 . 0% A & F ENGINEERING CO. , INC. TRAFFIC VOLUME SUMMARY CLIENT : THE LINDER COMPANY LOCATION : KEYSTONE AVENUE & CARMEL DRIVE (12) DATE : OCTOBER 15, 1996 PEAK HOUR DATA 1 II I AM PEAK OFF PEAK PM PEAK HR BEGIN 11:15 AM HR BEGIN 5:00 PM L T R TOT L T R TOT L T R TOT NORTHBOUND 369 709 24 1102 282 1160 59 1501 EASTBOUND 322 110 346 778 454 200 503 1157 SOUTHBOUND 5 749 394 1148 18 1084 389 1491 WESTBOUND 29 98 17 144 28 52 13 93 HOUR SUMMARY HOUR NB SB NB+SB EB WB EB+WB TOTAL - AM - 11-12 1003 1078 2081 744 135 879 2960 - PM - 12- 1 1087 1068 2155 856 124 980 3135 4- 5 1579 1284 2863 1074 108 1182 4045 5- 6 1501 1491 2992 1157 93 1250 4242 6- 7 1501 1345 2846 881 108 989 3835 7- 8 962 813 1775 687 91 778 2553 TOTAL 7633 7079 14712 5399 659 6058 20770 36.8% 34 . 1% 70. 8% 26. 0% 3 . 2% 29 . 2% 100. 0% - OFF PEAK VOLUMES - 15-MIN 326 351 226 46 HOUR 1102 1148 856 144 PHF 0. 85 0. 82 0 . 95 0. 78 - PM PEAK VOLUMES - 15-MIN 453 404 316 31 HOUR 1646 1491 1189 108 PHF 0. 91 0. 92 0. 94 0. 87 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 . 4d 10-28-1996 A & F ENGINEERING CO. , INC. Streets: (E-W) CARMEL DRIVE (N-S) KEYSTONE AVE Analyst: SF File Name: CA1NOE.HC9 Area Type: Other 5-3-95 NOON Comment: EXIST TRAFFIC VOLS & EXIST GEOMETRICS Eastbound Westbound Northbound Southbound L T R L T R L T R L T R -- ---- ---- ---- ---- ---- ---- --- No. Lanes 1 1 < 1 1 < 1 2 1 1 2 1 Volumes 322 110 346 29 98 17 369 709 24 5 749 394 Lane W (ft) 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 RTOR Vols 86 4 12 200 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right * WB Right Green 10 . OA 21. OA Green 25. OA 34 . OA Yellow/AR 4 . 0 4 . 0 Yellow/AR 4 . 0 4 . 0 Cycle Length: 106 secs Phase combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 410 1770 0. 827 0 . 340 29 . 0 D 25 . 2 D TR 566 1667 0 . 687 0 . 340 21. 9 C WB L 108 518 0. 288 0 . 208 23 . 3 C 23 . 2 C TR 380 1829 0. 308 0 . 208 23 . 1 C NB L 434 1770 0. 894 0. 245 39 . 4 D 26. 5 D T 1230 3725 0. 637 0 . 330 20. 2 C R 523 1583 0 . 023 0. 330 15 . 5 C SB L 434 1770 0. 012 0 . 245 19 . 6 C 18 . 9 C T 1230 3725 0 . 672 0 . 330 20. 8 C R 732 1583 0. 279 0. 462 11. 4 B Intersection Delay = 23 . 5 sec/veh Intersection LOS = C Lost Time/Cycle, L = 9 . 0 sec Critical v/c (x) = 0 . 772 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 . 4d 10-28-1996 A & F ENGINEERING CO. , INC. Streets: (E-W) CARMEL DRIVE (N-S) KEYSTONE AVE Analyst: SF File Name: CA1NOP.HC9 Area Type: Other 5-3-95 NOON Comment: EXIST + GENERATED TRAFFIC VOLS & EXIST GEOMETRICS Eastbound Westbound Northbound Southbound L T R L T R L T R L T R ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- ---- No. Lanes 1 1 < 1 1 < 1 2 1 1 2 1 Volumes 327 111 346 29 101 17 369 709 24 5 749 401 Lane W (ft) 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 RTOR Vols 86 4 12 200 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right * WB Right Green 10. 0A 21. OA Green 25 . OA 34 . OA Yellow/AR 4 . 0 4 . 0 Yellow/AR 4 . 0 4 . 0 Cycle Length: 106 secs Phase combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 406 1770 0 . 847 0 . 340 30 . 8 D 26. 1 D TR 566 1667 0 . 689 0. 340 21 . 9 C WB L 107 516 0. 289 0 . 208 23 . 3 C 23 . 2 C TR 380 1830 0 . 316 0. 208 23 . 2 C NB L 434 1770 0 . 894 0 . 245 39 . 4 D 26 . 5 D T 1230 3725 0. 637 0 . 330 20 . 2 C R 523 1583 0 . 023 0. 330 15 . 5 C SB L 434 1770 0. 012 0. 245 19 . 6 C 18 . 9 C T 1230 3725 0. 672 0. 330 20 . 8 C R 732 1583 0 . 288 0. 462 11. 5 B Intersection Delay = 23 . 7 sec/veh Intersection LOS = C Lost Time/Cycle, L = 9 . 0 sec Critical v/c (x) = 0 . 781 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 . 4d 10-28-1996 A & F ENGINEERING CO. , INC. Streets: (E-W) CARMEL DRIVE (N-S) KEYSTONE AVE Analyst: SF File Name: CA1PME.HC9 Area Type: Other 5-3-95 PM PEAK Comment: EXIST TRAFFIC VOLS & EXIST GEOMETRICS Eastbound Westbound Northbound Southbound L T R L T R L T R L T R -- ---- ---- ---- ---- ---- ---- --- No. Lanes 1 1 < 1 1 < 1 2 1 1 2 1 Volumes 454 200 503 28 52 13 282 1160 59 18 1084 389 Lane W (ft) 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 RTOR Vols 126 3 29 184 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB EB Right ht g g ht SB Right * WB Right Green 10 . 0A 25. OA Green 19 . OA 37 . OA Yellow/AR 4 . 0 4 . 0 Yellow/AR 4 . 0 4 . 0 Cycle Length: 107 secs Phase combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 530 1770 0. 902 0 . 374 33 . 4 D 38 . 1 D TR 628 1680 0 . 967 0. 374 41 . 7 E WB L 70 287 0. 416 0. 243 24 . 3 C 21 . 7 C TR 441 1816 0 . 150 0. 243 20 . 6 C NB L 331 1770 0 . 898 0. 187 45 . 6 E 36 . 7 D T 1323 3725 0 . 969 0 . 355 35 . 2 D R 562 1583 0 . 055 0. 355 14 . 7 B SB L 331 1770 0. 057 0. 187 23 . 1 C 25 . 1 D T 1323 3725 0. 906 0 . 355 27 . 8 D R 769 1583 0 . 279 0. 486 10. 6 B Intersection Delay = 32 . 8 sec/veh Intersection LOS = D Lost Time/Cycle, L = 9 . 0 sec Critical v/c(x) = 0 . 953 HCM: SIGNALIZED INTERSECTION SUMMARY Version 2 . 4d 10-28-1996 A & F ENGINEERING CO. , INC. Streets: (E-W) CARMEL DRIVE (N-S) KEYSTONE AVE Analyst: SF File Name: CA1PMP.HC9 Area Type: Other 5-3-95 PM PEAK Comment: EXIST + GENERATED TRAFFIC VOLS & EXIST GEOMETRICS Eastbound Westbound Northbound Southbound LT R L T R L T R L T R - - ---- ---- ---- ---- No. Lanes 1 1 < 1 1 <---- -1-- -2-- -1-- -1-- -2-- -1-- Volumes 460 201 503 28 54 13 282 1160 59 18 1084 369 Lane W (ft) 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 12 . 0 RTOR Vols 126 3 29 184 Lost Time 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 3 . 00 Signal Operations Phase Combination 1 2 3 4 5 6 7 8 EB Left * * NB Left * Thru * * Thru * Right * * Right * Peds Peds WB Left * SB Left * Thru * Thru * Right * Right * Peds Peds NB Right EB Right SB Right * WB Right Green 10. OA 25. OA Green 19 . OA 37 . OA Yellow/AR 4 . 0 4 . 0 Yellow/AR 4 . 0 4 . 0 Cycle Length: 107 secs Phase combination order: #1 #2 #5 #6 Intersection Performance Summary Lane Group: Adj Sat v/c g/C Approach: Mvmts Cap Flow Ratio Ratio Delay LOS Delay LOS EB L 526 1770 0 . 920 0 . 374 35 . 8 D 39 . 2 D TR 628 1681 0 . 968 0 . 374 41 . 9 E WB L 70 287 0. 416 0 . 243 24 . 3 C 21 . 7 C TR 442 1818 0. 154 0. 243 20. 6 C NB L 331 1770 0. 898 0 . 187 45 . 6 E 36 . 7 D T 1323 3725 0. 969 0. 355 35 . 2 D R 562 1583 0 . 055 0. 355 14 . 7 B SB L 331 1770 0. 057 0. 187 23 . 1 C 25 . 3 D T 1323 3725 0 . 906 0. 355 27 . 8 D R 769 1583 0 . 252 0 . 486 10 . 4 B Intersection Delay = 33 . 2 sec/veh Intersection LOS = D Lost Time/Cycle, L = 9 . 0 sec Critical v/c (x) = 0 . 954