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242 <br /> Research Triangle Logistics Park:Traffic Volume Calculations Waterstone Trips RTLP Site Trips <br /> Prev.Study Approved <br /> Volumes Existing Historical Growth Background Historical Growth Development No-Build Primary Trip Primary Trip Build <br /> (2016) (2020) (2016-2020) (2023) (2020-2023) Trips (2023) Distribution Assignment (2023) <br /> AM PM AM PM AM PM AM PM AM PM AM PM AM PM Enter Exit AM PM AM PM <br /> Intersection 4-Old NC 86 at Service Road <br /> EBL 4 4 4 4 0 0 4 4 0 0 4 4 60% 44 143 48 147 <br /> EBR 4 4 4 4 0 0 4 4 0 0 4 4 10% 7 24 11 28 <br /> NBL 4 4 4 4 0 0 4 4 0 0 4 4 10% 25 9 29 13 <br /> NBT 432 366 450 381 18 15 464 393 14 12 26 27 490 420 20% 15 48 505 468 <br /> SBT 288 365 300 380 12 15 309 392 9 12 19 27 328 419 20% 49 18 377 437 <br /> SBR 4 4 4 4 0 0 4 4 0 0 4 4 60% 148 53 152 57 <br /> Intersection 5-Old NC 86 at Davis Road <br /> EBL 146 62 152 65 6 3 157 67 5 2 157 67 20% 15 48 172 115 <br /> EBR 17 25 18 26 1 1 19 27 1 1 19 27 5% 4 12 23 39 <br /> NBL 26 38 27 40 1 2 28 41 1 1 28 41 5% 12 4 40 45 <br /> NBT 290 308 302 321 12 13 311 331 9 10 26 27 337 358 10% 25 9 362 367 <br /> SBT 243 243 253 253 10 10 261 261 8 8 19 27 280 288 10% 7 24 287 312 <br /> SBR 49 126 51 131 2 5 53 135 2 4 53 135 20% 49 18 102 153 <br /> Intersection 6-Davis Road at Warehouse D Driveway(Proposed) <br /> EBL 5% 12 4 12 4 <br /> EBT 163 87 170 91 7 4 176 94 6 3 0 0 176 94 0 0 176 94 <br /> WBT 75 164 78 171 3 7 81 176 3 5 0 0 81 176 0 0 81 176 <br /> WBR 25% 62 22 62 22 <br /> SBL 25% 18 60 18 60 <br /> SBR 5% 4 12 4 12 <br /> Research Triangle Logistics Park TIA Traffic Volume Calculations w-driveways.xlsm <br /> Stantec 2 of 3 <br />