Specs

More documents

Recommendations

Info

REPORT OF GEOTECHNICAL ENGINEERING EVALUATION PROPOSED BRIDGESTONE/FIRESTONE NWC OF VANCE STREET AND WEST CENTER AVENUE LAKEWOOD, COLORADO PSI PROJECT NUMBER 0532281 Prepared for Bridgestone Firestone 333 East Lake Street Bloomingdale, Illinois 60108 Attn: Mr. James Blecha Prepared by ELECTRONIC COPY Professional Service Industries, Inc. 1070 West 124 th Avenue, Suite 800 Westminster, Colorado 80234 Matthew R. Satterfield, P.E. (303) 424-5578 Project Engineer ELECTRONIC COPY Kyle R. Duitsman, P.E. Department Manager April 20, 2011 Reviewed By: Kevin C. Miller, P.E. Principal Consultant
TABLE OF CONTENTS 1.0 INTRODUCTION ....................................................................................................................... 1 2.0 PROJECT INFORMATION ....................................................................................................... 1 3.0 SUBSURFACE INFORMATION ............................................................................................... 2 3.1 SITE GEOLOGY AND GEOLOGIC HAZARDS.................................................................................. 2 3. 2 SUBSURFACE CONDITIONS....................................................................................................... 2 3.2.1 Subsurface Profile ........................................................................................................... 2 3.2.2 Groundwater Conditions.................................................................................................. 3 3.2.3 Laboratory Testing .......................................................................................................... 4 4.0 GEOTECHNICAL EVALUATION ............................................................................................. 4 5.0 SITE GRADING RECOMMENDATIONS.................................................................................. 4 5.1 OVEREXCAVATION AND REPLACEMENT – SWELL MITIGATION...................................................... 4 5.2 ENGINEERED FILL..................................................................................................................... 6 5.2.1 Imported Structural Fill .................................................................................................... 6 5.3 GENERAL FILL PLACEMENT AND TESTING .................................................................................. 6 6.0 GEOTECHNICAL RECOMMENDATIONS ............................................................................... 7 6.1 DRILLED PIER FOUNDATIONS .................................................................................................... 7 6.2 SEISMIC PARAMETERS.............................................................................................................. 8 6.3 SLABS ON GRADE..................................................................................................................... 9 6.4 PAVEMENT DESIGN RECOMMENDATIONS ................................................................................. 10 6.4.1 Subgrade Preparation Recommendations.................................................................... 10 6.4.2 Pavement Thickness Recommendations...................................................................... 11 6.4.3 Lime Stabilization .......................................................................................................... 12 6.4.4 Flexible Pavement......................................................................................................... 13 6.4.5 Aggregate Base Course................................................................................................ 14 6.4.6 Rigid Pavement ............................................................................................................. 14 6.4.7 Movement of Pavement Section ................................................................................... 14 7.0 LIMITATIONS.......................................................................................................................... 14 ATTACHMENTS Site Location Map (Figure 1) Boring Location Map (Figure 2) Boring Logs (Figures 3 through 11) Key to Symbols (Figure 12) Appendix A – Laboratory Test Results
Page 1:
Bridgestone Retail Operations, LLC
Page 5 and 6:
Bismarck Real Estate Partners, Inc.
Page 7 and 8:
Bismarck Real Estate Partners, Inc.
Page 9 and 10:
Page 11 and 12:
Page 13:
Page 16 and 17:
Page 18 and 19:
Page 21 and 22:
Page 23 and 24:
Page 28 and 29:
Page 30 and 31:
Page 32 and 33:
Page 34 and 35:
Page 36 and 37:
Bridgestone Retail Operations LLC..
Page 38 and 39:
Page 40 and 41:
Page 42 and 43:
Page 44 and 45:
Page 46 and 47:
Page 48 and 49:
Page 50 and 51:
Page 52 and 53:
Page 54 and 55:
Page 56 and 57:
Page 58 and 59:
Page 60 and 61:
Page 62 and 63:
Page 64 and 65:
Page 66 and 67:
Page 68 and 69:
Page 70 and 71:
Page 72 and 73:
Page 74 and 75:
Page 76 and 77:
Page 78 and 79:
Page 80 and 81:
Page 82 and 83:
Page 84 and 85:
Page 86 and 87:
Page 88 and 89:
Page 90 and 91:
Page 92 and 93:
Page 94 and 95:
Page 96 and 97:
Page 98 and 99:
Page 100:
Page 103 and 104:
Page 106 and 107:
Page 108 and 109:
Page 110 and 111:
Page 112 and 113:
Page 114 and 115:
Page 116 and 117:
Page 118 and 119:
Page 120 and 121:
Page 122 and 123:
Page 124 and 125:
Page 126 and 127:
Page 128:
Page 131 and 132:
Page 133 and 134:
Page 135 and 136:
Page 138 and 139:
Page 140 and 141:
Page 142 and 143:
Page 144 and 145:
Page 146:
Page 149 and 150:
Page 152 and 153:
Page 154 and 155:
Page 156 and 157:
Page 158 and 159:
Page 160 and 161:
Page 162:
Page 165 and 166:
Page 168:
Page 172 and 173:
Page 174 and 175:
Page 176:
Page 180 and 181:
Page 182 and 183:
Page 184 and 185:
Page 186 and 187:
Page 188 and 189:
Page 190:
Page 193 and 194:
Page 195 and 196:
Page 197 and 198:
Page 199 and 200:
Page 202 and 203:
Page 204 and 205:
Page 206 and 207:
Page 208 and 209:
Page 210 and 211:
Page 212:
Page 215 and 216:
Page 217 and 218:
Page 219 and 220:
Page 221 and 222:
Page 223 and 224:
Page 225 and 226:
Page 228 and 229:
Page 230 and 231:
Page 232 and 233:
Page 234 and 235:
Page 236 and 237:
Page 238:
Page 241 and 242:
Page 244 and 245:
Page 246 and 247:
Page 248:
Page 251 and 252:
Page 253 and 254:
Page 255 and 256:
Page 257 and 258:
Page 259 and 260:
Page 262 and 263:
Page 264:
Page 267 and 268:
Bridgestone Retail Operations LLC P
Page 270 and 271:
Page 272 and 273:
Page 274:
Page 277 and 278:
Page 280 and 281:
Page 282:
Page 285 and 286:
Page 287 and 288:
Page 289 and 290:
Page 292:
Page 296 and 297:
Page 298:
Page 301 and 302:
Page 303 and 304:
Page 305 and 306:
Page 308 and 309:
Page 310 and 311:
Page 312:
Page 315 and 316:
Page 317 and 318:
Page 320 and 321:
Page 322:
Page 325 and 326:
Page 328 and 329:
Page 330:
Page 333 and 334:
Page 336 and 337:
Page 338 and 339:
Page 340:
Page 343 and 344:
Page 345 and 346:
Page 347 and 348:
Page 349 and 350:
Page 351 and 352:
Page 353 and 354:
Page 356 and 357:
Page 358 and 359:
Page 360:
Page 363 and 364:
Page 366 and 367:
Page 368 and 369:
Page 370 and 371:
Page 372 and 373:
Page 374 and 375:
Page 376 and 377:
Page 378 and 379:
Page 380 and 381:
Page 382 and 383:
Page 384 and 385:
Page 386:
Page 389 and 390:
Page 391 and 392:
Page 393 and 394:
Page 395 and 396:
Page 397 and 398:
Page 399 and 400:
Page 402 and 403:
Page 404 and 405:
Page 406 and 407:
Page 408 and 409:
Page 410 and 411:
Page 412 and 413:
Page 414 and 415:
Page 416:
Page 419 and 420:
Page 422 and 423:
Page 424 and 425:
Page 426 and 427:
Page 428:
Page 431 and 432:
Page 433 and 434:
Page 436 and 437:
Page 438 and 439:
Page 440 and 441:
Page 442 and 443:
Page 444 and 445:
Page 446 and 447:
Page 448 and 449:
Page 450 and 451:
Page 452 and 453:
Page 454 and 455:
Page 456 and 457:
Page 458 and 459:
Page 460:
Page 463 and 464:
Page 465 and 466:
Page 467 and 468:
Page 469 and 470:
Page 471 and 472:
Page 473 and 474:
Page 475 and 476:
Page 477 and 478:
Page 479 and 480:
Page 481 and 482:
Page 483 and 484:
Page 485 and 486:
Page 487 and 488:
Page 489 and 490:
Page 491 and 492:
Page 493 and 494:
Page 495 and 496:
Page 498 and 499:
Page 500 and 501:
Page 502:
Page 506 and 507:
Page 508 and 509:
Page 510:
Page 513 and 514:
Page 516 and 517:
Page 518 and 519:
Page 520 and 521:
Page 522 and 523:
Page 524:
Page 527 and 528:
Page 529 and 530:
Page 531 and 532:
Page 533 and 534:
Page 536:
Page 540 and 541:
Page 542: Bridgestone Retail Operations, LLC
Page 549 and 550: Bridgestone Retail Operations, LLC
Page 594 and 595: Proposed Bridgestone April 20, 2011
Page 611 and 612: FIGURE: 3 DATE STARTED: 4/5/11 DRIL
Page 619 and 620: FIGURE: 11 DATE STARTED: 4/5/11 DRI
Page 621 and 622: APPENDIX A Laboratory Test Results
Page 623 and 624: 12 SWELL-CONSOLIDATION TEST 10 8 6
Page 631 and 632: 10 SWELL-CONSOLIDATION TEST 8 6 4 2
Page 639 and 640: June 21, 2012 Bridgestone Retail Op
Page 641 and 642: Bridgestone/Firestone - Lakewood, C
Page 643 and 644:
Bridgestone/Firestone - Lakewood, C
show all

Specs

Create successful ePaper yourself

Delete template?

Save as template?