Detour-EW-2015-07-17.pdf

Detour-EW-2015-07-17.log Input File: J:\80421 WFLHD IDIQ\80421W Williams Creek (Shoup) Bridge\CADD\Geopak\V8_EARTHWORK_ShoupDetour.inp Output File: Detour-EW-2015-07-17.log 1 1 1 1 2 2 1 3 3 Earthwork 1 4 4 1 5 5 /* For use with the .x30 criteria files and TYPICAL SECTIONS */ 1 6 6 /* BELOW (tolerance setting)... use 0.001 for Metric projects and .03 for English projects */ 1 7 7 1 8 8 tolerance = 0.03 1 9 9 1 10 10 xs dgn = J:\80421 WFLHD IDIQ\80421W Williams Creek (Shoup) Bridge\CADD\References\IDPFH911_XS.dgn 1 11 11 1 12 12 Existing Ground Line 1 13 13 soil type = RdwyExc 1 14 14 roadway exc mult factor = 1.00 1 15 15 subsoil exc mult factor = 1.00 1 16 16 fill mult factor = 1.00 1 17 17 type = line, line_string 1 18 18 lvname = x_e_ground_xs 1 19 19 co = 8 1 20 20 1 21 21 /* For use with subex type 1 */ 1 22 22 Existing Suitable Material 1 23 23 soil type = RdwyExc 1 24 24 roadway exc mult factor = 1.00 1 25 25 subsoil exc mult factor = 1.00 1 26 26 fill mult factor = 1.00 1 27 27 type = line 1 28 28 lvname = x_p_subex_exc1 1 29 29 co = 30 1 30 30 1 31 31 /* For use with sidewalks */ 1 32 32 Existing Suitable Material 1 33 33 soil type = SidewalkExc 1 34 34 roadway exc mult factor = 1.00 1 35 35 subsoil exc mult factor = 1.00 1 36 36 fill mult factor = 1.00 1 37 37 type = line 1 38 38 lvname = x_p_sidewalk_exc 1 39 39 co = 31 1 40 40 1 41 41 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 42 42 Existing Suitable Material 1 43 43 soil type = MseWallExc 1 44 44 roadway exc mult factor = 1.00 1 45 45 subsoil exc mult factor = 1.00 1 46 46 fill mult factor = 1.00 1 47 47 type = line, line_string 1 48 48 lvname = x_p_mse_wall_exc 1 49 49 co = 32 1 50 50 1 51 51 /* For use with subex types 1 and 2 */ 1 52 52 Existing Unsuitable Material 1 53 53 soil type = Subexcavation 1 54 54 roadway exc mult factor = 1.00 1 55 55 subsoil exc mult factor = 1.00 1 56 56 fill mult factor = 1.00 1 57 57 type = line 1 58 58 lvname = x_p_subex_exc2

1 59 59 co = 20 1 60 60 1 61 61 /* For use with all Concrete Retaining Walls */ 1 62 62 Existing Unsuitable Material 1 63 63 soil type = ConcWallStrucExc 1 64 64 roadway exc mult factor = 1.00 1 65 65 subsoil exc mult factor = 1.00 1 66 66 fill mult factor = 1.00 1 67 67 type = line 1 68 68 lvname = x_p_conc_wall_str_exc 1 69 69 co = 21 1 70 70 1 71 71 /* For use with REHAB typicals */ 1 72 72 Existing Unsuitable Material 1 73 73 soil type = ColdRecycle 1 74 74 roadway exc mult factor = 1.00 1 75 75 subsoil exc mult factor = 1.00 1 76 76 fill mult factor = 1.00 1 77 77 type = line, line_string 1 78 78 lvname = x_p_milling_exc 1 79 79 co = 22 1 80 80 1 81 81 /* For use with Existing Features typicals */ 1 82 82 Existing Unsuitable Material 1 83 83 soil type = ExistPavement 1 84 84 roadway exc mult factor = 1.00 1 85 85 subsoil exc mult factor = 1.00 1 86 86 fill mult factor = 1.00 1 87 87 type = line, line_string 1 88 88 lvname = x_e_pave_surface 1 89 89 co = 1 1 90 90 1 91 91 /* For use with Existing Features typicals (.x30 criteria)*/ 1 92 92 Existing Unsuitable Material 1 93 93 soil type = ExistPavementLayer2 1 94 94 roadway exc mult factor = 1.00 1 95 95 subsoil exc mult factor = 1.00 1 96 96 fill mult factor = 1.00 1 97 97 type = line, line_string 1 98 98 lvname = x_e_pave_surface2 1 99 99 co = 2 1 100 100 1 101 101 /* For use with Existing Features typicals (.x30 criteria)*/ 1 102 102 Existing Unsuitable Material 1 103 103 soil type = ExistGravel 1 104 104 roadway exc mult factor = 1.00 1 105 105 subsoil exc mult factor = 1.00 1 106 106 fill mult factor = 1.00 1 107 107 type = line, line_string 1 108 108 lvname = x_e_gravel_surface 1 109 109 co = 3 1 110 110 1 111 111 Existing Unsuitable Material 1 112 112 soil type = Topsoil 1 113 113 roadway exc mult factor = 0.000001 1 114 114 subsoil exc mult factor = 0.000001 1 115 115 fill mult factor = 0.000001 1 116 116 type = line 1 117 117 lvname = x_e_topsoil_layer 1 118 118 co = 23 1 119 119 1 120 120 /* For use with soil nail wall (.x30 criteria)*/ 1 121 121 Existing Unsuitable Material

1 122 122 soil type = SnWallStrExc 1 123 123 roadway exc mult factor = 1.00 1 124 124 subsoil exc mult factor = 1.00 1 125 125 fill mult factor = 1.00 1 126 126 type = line 1 127 127 lvname = x_p_sn_wall_str_exc 1 128 128 co = 57 1 129 129 1 130 130 /* For use with rockery wall (.x30 criteria)*/ 1 131 131 Existing Unsuitable Material 1 132 132 soil type = RockeryWallStrExc 1 133 133 roadway exc mult factor = 1.00 1 134 134 subsoil exc mult factor = 1.00 1 135 135 fill mult factor = 1.00 1 136 136 type = line 1 137 137 lvname = x_p_rk_wall_str_exc 1 138 138 co = 88 1 139 139 1 140 140 /* For use with guardwall (.x30 criteria)*/ 1 141 141 Existing Unsuitable Material 1 142 142 soil type = GuardwallStrucExc 1 143 143 roadway exc mult factor = 1.00 1 144 144 subsoil exc mult factor = 1.00 1 145 145 fill mult factor = 1.00 1 146 146 type = line 1 147 147 lvname = x_p_gd_wall_str_exc 1 148 148 co = 90 1 149 149 1 150 150 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 151 151 Existing Suitable Material 1 152 152 soil type = GfmseWallExc 1 153 153 roadway exc mult factor = 1.00 1 154 154 subsoil exc mult factor = 1.00 1 155 155 fill mult factor = 1.00 1 156 156 type = line, line_string 1 157 157 lvname = x_p_gfmse_wall_excav 1 158 158 co = 208 1 159 159 1 160 160 1 161 161 1 162 162 1 163 163 /* color 15 is used for the concrete footing for Prop_Cut_Wall1 and 1 164 164 /* color 15,0 are used for the stem for Prop_Cut_Wall1 */ 1 165 165 /* color 0 are used for the "face" of the wall for 3D models */ 1 166 166 /* color 0 is used for the Curb Surface Symbology */ 1 167 167 1 168 168 Proposed Finish Grade 1 169 169 soil type = RdwyExc 1 170 170 roadway exc mult factor = 1.00 1 171 171 subsoil exc mult factor = 1.00 1 172 172 fill mult factor = 1.00 1 173 173 type = line 1 174 174 lvname = x_p_pave_layer_1 1 175 175 lvname = x_p_pave_layer_2 1 176 176 lvname = x_p_pave_layer_3 1 177 177 lvname = x_p_pave_layer_4 1 178 178 lvname = p_rdw_walls 1 179 179 lvname = p_rdw_slope_stake_limits 1 180 180 lvname = x_geopak_cell 1 181 181 lvname = x_p_cutslope 1 182 182 lvname = x_p_ditchslope 1 183 183 lvname = x_p_fillslope

1 184 184 lvname = x_p_foreslope 1 185 185 lvname = x_p_pave_layer_top 1 186 186 lvname = x_p_pave_layer_top_curb3_c 1 187 187 lvname = x_p_pave_layer_top_curb3_e 1 188 188 lvname = x_p_conc_wall_below 1 189 189 lvname = x_p_conc_wall_above 1 190 190 lvname = x_p_conc_wall_gutter 1 191 191 lvname = x_p_conc_wall_front 1 192 192 lvname = x_p_curb_top 1 193 193 lvname = x_p_curb_bottom 1 194 194 lvname = x_p_curb3_top 1 195 195 lvname = x_p_curb3_back_c 1 196 196 lvname = x_p_curb3_back_e 1 197 197 lvname = x_p_curb3_face 1 198 198 lvname = x_p_curb3_under_c 1 199 199 lvname = x_p_curb3_under_e 1 200 200 lvname = x_p_parkway_top 1 201 201 lvname = x_p_sidewalk_layer_top 1 202 202 lvname = x_p_sn_wall_face 1 203 203 lvname = x_p_sn_wall_top 1 204 204 lvname = x_p_rk_wall_face 1 205 205 lvname = x_p_rk_wall_top 1 206 206 lvname = x_p_gd_wall_above 1 207 207 lvname = x_p_gd_wall_below 1 208 208 lvname = x_p_conc_median_top 1 209 209 lvname = x_p_conc_median_bottom 1 210 210 lvname = x_p_mse_wall_front 1 211 211 lvname = x_p_mse_wall_veneer 1 212 212 lvname = x_p_wall_top 1 213 213 lvname = x_p_gfmse_wall_pfg 1 214 214 lvname = x_p_rk_wall_tier 1 215 215 /* lvname = x_p_gfmse_wall_embedment_slope */ 1 216 216 1 217 217 1 218 218 /* co = 0,1,2,15,22,29,40,42,43,44,49,51,52,54,58,82,128,178,229,233,234,235,236,247 */ 1 219 219 1 220 220 Proposed Undercut 1 221 221 soil type = Topsoil 1 222 222 roadway exc mult factor = 0.000001 1 223 223 subsoil exc mult factor = 0.000001 1 224 224 fill mult factor = 0.000001 1 225 225 type = line 1 226 226 lvname=x_p_topsoil_backfill 1 227 227 co = 20 1 228 228 1 229 229 Proposed Undercut 1 230 230 soil type = Layer1 1 231 231 roadway exc mult factor = 0.000001 1 232 232 subsoil exc mult factor = 0.000001 1 233 233 fill mult factor = 0.000001 1 234 234 type = line 1 235 235 lvname = x_p_pave_layer_1 1 236 236 co = 22 1 237 237 1 238 238 Proposed Undercut 1 239 239 soil type = Layer2 1 240 240 roadway exc mult factor = 0.000001 1 241 241 subsoil exc mult factor = 0.000001 1 242 242 fill mult factor = 0.000001 1 243 243 type = line 1 244 244 lvname = x_p_pave_layer_2 1 245 245 co = 23

1 246 246 1 247 247 Proposed Undercut 1 248 248 soil type = Layer3 1 249 249 roadway exc mult factor = 0.000001 1 250 250 subsoil exc mult factor = 0.000001 1 251 251 fill mult factor = 0.000001 1 252 252 type = line 1 253 253 lvname = x_p_pave_layer_3 1 254 254 co = 24 1 255 255 1 256 256 Proposed Undercut 1 257 257 soil type = Layer4 1 258 258 roadway exc mult factor = 0.000001 1 259 259 subsoil exc mult factor = 0.000001 1 260 260 fill mult factor = 0.000001 1 261 261 type = line 1 262 262 lvname = x_p_pave_layer_4 1 263 263 co = 25 1 264 264 1 265 265 Proposed Undercut 1 266 266 soil type = Layer5 1 267 267 roadway exc mult factor = 0.000001 1 268 268 subsoil exc mult factor = 0.000001 1 269 269 fill mult factor = 0.000001 1 270 270 type = line 1 271 271 lvname = x_p_pave_layer_5 1 272 272 co = 26 1 273 273 1 274 274 /* For use with x20 sidewalks */ 1 275 275 Proposed Undercut 1 276 276 soil type = SidewalkLayer1 1 277 277 roadway exc mult factor = 0.000001 1 278 278 subsoil exc mult factor = 0.000001 1 279 279 fill mult factor = 0.000001 1 280 280 type = line 1 281 281 lvname = x_p_sidewalk_layer_1 1 282 282 co = 35 1 283 283 1 284 284 /* For use with x20 sidewalks */ 1 285 285 Proposed Undercut 1 286 286 soil type = SidewalkLayer2 1 287 287 roadway exc mult factor = 0.000001 1 288 288 subsoil exc mult factor = 0.000001 1 289 289 fill mult factor = 0.000001 1 290 290 type = line 1 291 291 lvname = x_p_sidewalk_layer_2 1 292 292 co = 36 1 293 293 1 294 294 /* For use with x20 sidewalks */ 1 295 295 Proposed Undercut 1 296 296 soil type = SidewalkLayer3 1 297 297 roadway exc mult factor = 0.000001 1 298 298 subsoil exc mult factor = 0.000001 1 299 299 fill mult factor = 0.000001 1 300 300 type = line 1 301 301 lvname = x_p_sidewalk_layer_3 1 302 302 co = 37 1 303 303 1 304 304 /* For use with x20 sidewalks */ 1 305 305 Proposed Undercut 1 306 306 soil type = SidewalkLayer4 1 307 307 roadway exc mult factor = 0.000001 1 308 308 subsoil exc mult factor = 0.000001

1 309 309 fill mult factor = 0.000001 1 310 310 type = line 1 311 311 lvname = x_p_sidewalk_layer_4 1 312 312 co = 38 1 313 313 1 314 314 /* For use with x20 subex criteria */ 1 315 315 Proposed Undercut 1 316 316 soil type = SubExBackfill 1 317 317 roadway exc mult factor = 0.000001 1 318 318 subsoil exc mult factor = 0.000001 1 319 319 fill mult factor = 0.00001 1 320 320 type = line, line_string 1 321 321 lvname = x_p_subex_backfill1 1 322 322 co = 40 1 323 323 1 324 324 /* For use with subex type 2 */ 1 325 325 Proposed Undercut 1 326 326 soil type = RdwyExc 1 327 327 roadway exc mult factor = 0.000001 1 328 328 subsoil exc mult factor = 0.000001 1 329 329 fill mult factor = 0.00001 1 330 330 type = line, line_string 1 331 331 lvname = x_p_subex_backfill2 1 332 332 co = 41 1 333 333 1 334 334 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 335 335 Proposed Undercut 1 336 336 soil type = SelectWallBackfill 1 337 337 roadway exc mult factor = 0.000001 1 338 338 subsoil exc mult factor = 0.000001 1 339 339 fill mult factor = 0.00001 1 340 340 type = line, line_string 1 341 341 lvname = x_p_mse_wall_backfill1 1 342 342 co = 51 1 343 343 1 344 344 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 345 345 Proposed Undercut 1 346 346 soil type = SelectWallBackfill 1 347 347 roadway exc mult factor = 0.000001 1 348 348 subsoil exc mult factor = 0.000001 1 349 349 fill mult factor = 0.00001 1 350 350 type = line, line_string 1 351 351 lvname = x_p_mse_wall_backfill2 1 352 352 co = 52 1 353 353 1 354 354 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 355 355 Proposed Undercut 1 356 356 soil type = GranularBackfill 1 357 357 roadway exc mult factor = 0.000001 1 358 358 subsoil exc mult factor = 0.000001 1 359 359 fill mult factor = 0.00001 1 360 360 type = line, line_string 1 361 361 lvname = x_p_mse_wall_backfill3 1 362 362 co = 53 1 363 363 1 364 364 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 365 365 Proposed Undercut 1 366 366 soil type = LevelingPad 1 367 367 roadway exc mult factor = 0.000001 1 368 368 subsoil exc mult factor = 0.000001 1 369 369 fill mult factor = 0.00001 1 370 370 type = line, line_string 1 371 371 lvname = x_p_mse_wall_backfill4

1 372 372 co = 56 1 373 373 1 374 374 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 375 375 Proposed Undercut 1 376 376 soil type = RdwyExc 1 377 377 roadway exc mult factor = 0.000001 1 378 378 subsoil exc mult factor = 0.000001 1 379 379 fill mult factor = 0.00001 1 380 380 type = line, line_string 1 381 381 lvname = x_p_mse_wall_backfill5 1 382 382 co = 57 1 383 383 1 384 384 /* For use with all Concrete Retaining Walls */ 1 385 385 Proposed Undercut 1 386 386 soil type = Pervious 1 387 387 roadway exc mult factor = 0.000001 1 388 388 subsoil exc mult factor = 0.000001 1 389 389 fill mult factor = 0.00001 1 390 390 type = line, line_string 1 391 391 lvname = x_p_conc_wall_backfill 1 392 392 co = 54 1 393 393 1 394 394 /* For use with all Concrete Retaining Walls */ 1 395 395 Proposed Undercut 1 396 396 soil type = FoundationFill 1 397 397 roadway exc mult factor = 0.000001 1 398 398 subsoil exc mult factor = 0.000001 1 399 399 fill mult factor = 0.00001 1 400 400 type = line, line_string 1 401 401 lvname = x_p_conc_wall_foundation 1 402 402 co = 58 1 403 403 1 404 404 /* For use with CFL Parapet Wall */ 1 405 405 Proposed Undercut 1 406 406 soil type = SelectWallBackfill 1 407 407 roadway exc mult factor = 0.000001 1 408 408 subsoil exc mult factor = 0.000001 1 409 409 fill mult factor = 0.00001 1 410 410 type = line, line_string 1 411 411 lvname = x_p_conc_wall_backfill2 1 412 412 co = 52 1 413 413 1 414 414 /* For use with all Parapet Walls */ 1 415 415 Proposed Undercut 1 416 416 soil type = Pervious /* CFL - Use - WallBackfill */ 1 417 417 roadway exc mult factor = 0.000001 1 418 418 subsoil exc mult factor = 0.000001 1 419 419 fill mult factor = 0.00001 1 420 420 type = line, line_string 1 421 421 lvname = x_p_conc_wall_backfill 1 422 422 co = 56 1 423 423 1 424 424 1 425 425 /* For use with REHAB typicals */ 1 426 426 Proposed Undercut 1 427 427 soil type = ColdRecycle 1 428 428 roadway exc mult factor = 0.00001 1 429 429 subsoil exc mult factor = 0.00001 1 430 430 fill mult factor = 0.00001 1 431 431 type = line, line_string 1 432 432 lvname = x_p_milling_backfill 1 433 433 co = 57 1 434 434

1 435 435 /* For use with REHAB typicals */ 1 436 436 Proposed Undercut 1 437 437 soil type = PavedShoulder 1 438 438 roadway exc mult factor = 0.00001 1 439 439 subsoil exc mult factor = 0.00001 1 440 440 fill mult factor = 0.00001 1 441 441 type = line, line_string 1 442 442 lvname = x_p_pave_shd_backfill 1 443 443 co = 58 1 444 444 1 445 445 /* For use with REHAB typicals */ 1 446 446 Proposed Undercut 1 447 447 soil type = PreLevel 1 448 448 roadway exc mult factor = 0.00001 1 449 449 subsoil exc mult factor = 0.00001 1 450 450 fill mult factor = 0.00001 1 451 451 type = line, line_string 1 452 452 lvname = x_p_rehab_prelevel 1 453 453 co = 59 1 454 454 1 455 455 /* For use with CFL Type 3 curb special aggregate shoulder backfill (.x30 criteria)*/ 1 456 456 Proposed Undercut 1 457 457 soil type = ShoulderBackfill 1 458 458 roadway exc mult factor = 0.00001 1 459 459 subsoil exc mult factor = 0.00001 1 460 460 fill mult factor = 0.00001 1 461 461 type = line, line_string 1 462 462 lvname = x_p_shoulder_backfill 1 463 463 co = 72 1 464 464 1 465 465 /* For use with CFL paved ditches (.x30 criteria)*/ 1 466 466 Proposed Undercut 1 467 467 soil type = PavedDitchBackfill 1 468 468 roadway exc mult factor = 0.00001 1 469 469 subsoil exc mult factor = 0.00001 1 470 470 fill mult factor = 0.00001 1 471 471 type = line, line_string 1 472 472 lvname = x_p_pave_ditch_layer_1 1 473 473 co = 27 1 474 474 1 475 475 /* For use with soil nail wall (.x30 criteria)*/ 1 476 476 Proposed Undercut 1 477 477 soil type = BackfillMaterial 1 478 478 roadway exc mult factor = 0.000001 1 479 479 subsoil exc mult factor = 0.000001 1 480 480 fill mult factor = 0.00001 1 481 481 type = line, line_string 1 482 482 lvname = x_p_sn_wall_backfill 1 483 483 co = 55,175 1 484 484 1 485 485 /* For use with soil nail wall (.x30 criteria)*/ 1 486 486 Proposed Undercut 1 487 487 soil type = Concrete 1 488 488 roadway exc mult factor = 0.000001 1 489 489 subsoil exc mult factor = 0.000001 1 490 490 fill mult factor = 0.00001 1 491 491 type = line, line_string 1 492 492 lvname = x_p_sn_wall_back 1 493 493 co = 53 1 494 494 1 495 495 /* For use with soil nail wall (.x30 criteria)*/ 1 496 496 Proposed Undercut

1 497 497 soil type = BackfillMaterial 1 498 498 roadway exc mult factor = 0.000001 1 499 499 subsoil exc mult factor = 0.000001 1 500 500 fill mult factor = 0.00001 1 501 501 type = line, line_string 1 502 502 lvname = x_p_sn_wall_curb_backfill 1 503 503 co = 16,175 1 504 504 1 505 505 /* For use with soil nail wall (.x30 criteria)*/ 1 506 506 Proposed Undercut 1 507 507 soil type = SNFoundationFill 1 508 508 roadway exc mult factor = 0.000001 1 509 509 subsoil exc mult factor = 0.000001 1 510 510 fill mult factor = 0.00001 1 511 511 type = line, line_string 1 512 512 lvname = x_p_sn_foundation_backfill 1 513 513 co = 58 1 514 514 1 515 515 /* For use with rockery wall (.x30 criteria)*/ 1 516 516 Proposed Undercut 1 517 517 soil type = WallBackfill 1 518 518 roadway exc mult factor = 0.000001 1 519 519 subsoil exc mult factor = 0.000001 1 520 520 fill mult factor = 0.00001 1 521 521 type = line, line_string 1 522 522 lvname = x_p_rk_wall_backfill 1 523 523 co = 55,175 1 524 524 1 525 525 /* For use with rockery wall (.x30 criteria)*/ 1 526 526 Proposed Undercut 1 527 527 soil type = Rock 1 528 528 roadway exc mult factor = 0.000001 1 529 529 subsoil exc mult factor = 0.000001 1 530 530 fill mult factor = 0.00001 1 531 531 type = line, line_string 1 532 532 lvname = x_p_rk_wall_back 1 533 533 co = 45 1 534 534 1 535 535 /* For use with rockery wall (.x30 criteria)*/ 1 536 536 Proposed Undercut 1 537 537 soil type = FoundationFill 1 538 538 roadway exc mult factor = 0.000001 1 539 539 subsoil exc mult factor = 0.000001 1 540 540 fill mult factor = 0.00001 1 541 541 type = line, line_string 1 542 542 lvname = x_p_rk_foundation_backfill 1 543 543 co = 58 1 544 544 1 545 545 /* For use with Rockery Wall, (.x30 criteria)) */ 1 546 546 Proposed Undercut 1 547 547 soil type = GranularRockBd 1 548 548 roadway exc mult factor = 0.000001 1 549 549 subsoil exc mult factor = 0.000001 1 550 550 fill mult factor = 0.00001 1 551 551 Do not include in mass ordinate 1 552 552 type = line, line_string 1 553 553 lvname = x_p_rk_wall_backfill2 1 554 554 co = 52 1 555 555 1 556 556 /* For use with guardwall (.x30 criteria)*/ 1 557 557 Proposed Undercut 1 558 558 soil type = StructuralBackfill 1 559 559 roadway exc mult factor = 0.000001

1 560 560 subsoil exc mult factor = 0.000001 1 561 561 fill mult factor = 0.00001 1 562 562 type = line, line_string 1 563 563 lvname = x_p_gd_wall_backfill1 1 564 564 co = 50 1 565 565 1 566 566 /* For use with guardwall (.x30 criteria)*/ 1 567 567 Proposed Undercut 1 568 568 soil type = BackfillMaterial 1 569 569 roadway exc mult factor = 0.000001 1 570 570 subsoil exc mult factor = 0.000001 1 571 571 fill mult factor = 0.00001 1 572 572 type = line, line_string 1 573 573 lvname = x_p_gd_wall_backfill2 1 574 574 co = 55 1 575 575 1 576 576 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 577 577 Proposed Undercut 1 578 578 soil type = GabionRock 1 579 579 roadway exc mult factor = 0.000001 1 580 580 subsoil exc mult factor = 0.000001 1 581 581 fill mult factor = 0.00001 1 582 582 type = line, line_string 1 583 583 lvname = x_p_gfmse_wall_gabion 1 584 584 co = 78 1 585 585 1 586 586 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 587 587 Proposed Undercut 1 588 588 soil type = SelectWallBackfill 1 589 589 roadway exc mult factor = 0.000001 1 590 590 subsoil exc mult factor = 0.000001 1 591 591 fill mult factor = 0.00001 1 592 592 type = line, line_string 1 593 593 lvname = x_p_gfmse_wall_backfill1 1 594 594 co = 6 1 595 595 1 596 596 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 597 597 Proposed Undercut 1 598 598 soil type = GranularBackfill 1 599 599 roadway exc mult factor = 0.000001 1 600 600 subsoil exc mult factor = 0.000001 1 601 601 fill mult factor = 0.00001 1 602 602 type = line, line_string 1 603 603 lvname = x_p_gfmse_wall_backfill2 1 604 604 co = 36 1 605 605 1 606 606 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 607 607 Proposed Undercut 1 608 608 soil type = GranularBackfill 1 609 609 roadway exc mult factor = 0.000001 1 610 610 subsoil exc mult factor = 0.000001 1 611 611 fill mult factor = 0.00001 1 612 612 type = line, line_string 1 613 613 lvname = x_p_gfmse_wall_embedment_slope 1 614 614 lvname = x_p_gfmse_wall_backfill3 1 615 615 co = 16,100 1 616 616 1 617 617 /* For use with Prop_SMSE_Wall (mse wall facing, (.x30 criteria)) */ 1 618 618 Proposed Undercut 1 619 619 soil type = WallFacing 1 620 620 roadway exc mult factor = 0.000001 1 621 621 subsoil exc mult factor = 0.000001 1 622 622 fill mult factor = 0.00001

1 623 623 Do not include in mass ordinate 1 624 624 type = line, line_string 1 625 625 lvname = x_p_mse_wall_facing 1 626 626 1 627 627 /* For use with all walls with Foundation Fill adhoc, (.x30 criteria)) */ 1 628 628 Proposed Undercut 1 629 629 soil type = FoundationFill 1 630 630 roadway exc mult factor = 0.000001 1 631 631 subsoil exc mult factor = 0.000001 1 632 632 fill mult factor = 0.00001 1 633 633 Do not include in mass ordinate 1 634 634 type = line, line_string 1 635 635 lvname = x_p_mse_wall_foundation 1 636 636 co = 58 1 637 637 1 638 638 Excavation Limits 1 639 639 type = line 1 640 640 lvname = x_p_exc_limit 1 641 641 co = 0 1 642 642 1 643 643 /* 1 644 644 Skip Areas 1 645 645 from 10+050.00 R 1 to 10+100.00 R 1 1 646 646 from 10+200.00 R 1 to 10+300.00 R 1 1 647 647 from 10+500.00 R 1 to 10+600.00 R 1 1 648 648 */ 1 649 649 1 650 650 Write Earthwork Shapes 1 651 651 plot param 1 652 652 lvname = x_ew_shapes 1 653 653 co = 0 1 654 654 wt = 0 1 655 655 lc = 0 1 656 656 Stratify Shape Color 1 657 657 1 658 658 Combine common exc + subgrade exc 1 659 659 1 660 660 Add Accumulated Unadjusted Volume Column 1 661 661 1 662 662 End Area Decimal Places = 2 1 663 663 1 664 664 1 665 665 1 666 666 /************ The following code creates a column based ASCII file for importing **************/ 1 667 667 /************ into an Excel spreadsheet initially created by S. Pratt 3/24/2006 **************/ 1 668 668 /************ The name of this file is ^WFL_earthwork.xls^ and can be found on **************/ 1 669 669 /************ under the WFL server X:\V8i_Resource\X_30\Standards\Bin 1 670 670 /************ Instructions for using the spreadsheet can be found on it's 1st tab **************/ 1 671 671 /************ The syntax and spreadsheet is used for creating SUBTOTALS of various *************/ 1 672 672 /************ volumes for placement at the bottom of Plan/Profile sheets. **************/ 1 673 673 /************ The code below is WFL specific. FOR .X30 CRITERIA

USAGE! **************/

1 674 674 /************ The file that gets created is named ^earthwork.txt^ 1 675 675 1 676 676 1 677 677 1 678 678 write column base ascii file = earthwork.txt 1 679 679 1 680 680 column 2 formula = abs( ["RdwyExc", Common Exc, Unadjusted Volumes] + 1 681 681 ["RdwyExc", Subgrade Exc, Unadjusted Volumes] ) 1 682 682 column 2 number of decimal place = 2 1 683 683 column 2 total length = 10 1 684 684 1 685 685 column 3 formula = abs( ["RdwyExc", Fill, Unadjusted Volumes] ) 1 686 686 column 3 number of decimal place = 2 1 687 687 column 3 total length = 10 1 688 688 1 689 689 column 4 formula = abs( ["Subexcavation", Common Exc, Unadjusted Volumes] + 1 690 690 ["Subexcavation", Subgrade Exc, Unadjusted Volumes] + 1 691 691 ["Subexcavation", Subsoil Exc, Unadjusted Volumes] ) 1 692 692 column 4 number of decimal place = 2 1 693 693 column 4 total length = 10 1 694 694 1 695 695 column 5 formula = abs( ["SubExBackfill", Fill, Unadjusted Volumes] ) 1 696 696 column 5 number of decimal place = 2 1 697 697 column 5 total length = 10 1 698 698 1 699 699 column 6 formula = abs( ["Topsoil", Common Exc, Unadjusted Volumes] + 1 700 700 ["Topsoil", Subgrade Exc, Unadjusted Volumes] + 1 701 701 ["Topsoil", Subsoil Exc, Unadjusted Volumes] ) 1 702 702 column 6 number of decimal place = 2 1 703 703 column 6 total length = 10 1 704 704 1 705 705 Process Earthwork for Baseline = DETOUR 1 706 706 job number = 21w 1 707 707 1 708 708 beg sta = 201+50.00 R 1 1 709 709 end sta = 208+50.00 R 1

0 0 710 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = DETOUR

COMPUTING EARTHWORKS FOR JOB = 21W

FORMING LIST OF XSCELLS

BEGINNING EARTHWORKS COMPUTATION

Material Name End Areas Unadjusted Adjusted Mult Mass Accum Station Volumes Volumes Factor Ordinate Unadj Vol

(sq. ft.) (cu. yd.) (cu. yd.) (cu.

yd.)

20+150 RDWYEXC

Excavation 35.19 0 0 1.00 Subsoil Exc 0.00 0 0 1.00

Fill 24.89 0 0 1.00 0

20+175 RDWYEXC

Excavation 25.26 28 28 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 80.67 49 49 1.00 -21

20+200 RDWYEXC

Excavation 4.12 14 14 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 196.97 129 129 1.00 -136

20+225 RDWYEXC

Excavation 0.00 2 2 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 335.80 247 247 1.00 -381

20+250 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 435.69 357 357 1.00 -738

20+275 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 484.29 426 426 1.00 -1164

20+525 RDWYEXC

Excavation 1.58 7 7 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 291.52 3592 3592 1.00 -4749

20+550 RDWYEXC

Excavation 2.81 2 2 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 258.18 254 254 1.00 -5001

20+575 RDWYEXC

Excavation 0.00 1 1 1.00

Subsoil Exc 0.00 0 0 1.00 Fill 217.00 220 220 1.00 -5220

20+600 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 208.10 197 197 1.00 -5417

20+625 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 233.03 204 204 1.00 -5621

20+650 RDWYEXC

Excavation 2.49 1 1 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 237.46 218 218 1.00 -5838

20+675 RDWYEXC

Excavation 8.63 5 5 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 237.54 220 220 1.00 -6053

20+700 RDWYEXC

Excavation 4.90 6 6 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 111.87 162 162 1.00 -6209

20+725 RDWYEXC

Excavation 6.75 5 5 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 69.23 84 84 1.00 -6288

20+750 RDWYEXC

Excavation 5.58 6 6 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 42.63 52 52 1.00 -6334

20+775 RDWYEXC

Excavation 3.80 4 4 1.00

Subsoil Exc 0.00 0 0 1.00 Fill 22.29 30 30 1.00 -6360

20+800 RDWYEXC

Excavation 6.13 5 5 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 10.82 15 15 1.00 -6370

20+825 RDWYEXC

Excavation 9.05 7 7 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 1.28 6 6 1.00 -6369

20+850 RDWYEXC

Excavation 7.96 8 8 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.03 1 1 1.00 -6362 � G R A N D S U M M A R Y T O T A L S Material Name Unadjusted Adjusted Mult Volumes Volumes Factor

(cu. yd.) (cu. yd.)

RDWYEXC

Excavation 101 101 1.00 Subsoil Exc 0 0 1.00 Fill 6463 6463 1.00 � S P L I T S U M M A R Y T O T A L S

XS Quant XS Quant Add/Sub Quant Add/Sub Quant Material Name Unadjusted Adjusted Unadjusted Adjusted Mult Volume Volume Volume Volume Factor

(cu. yd.) (cu. yd.) (cu. yd.) (cu. yd.)

RDWYEXC

Excavation 101 101 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 6463 6463 0 0 1.00