Fife-EW-2015-07-17.pdf

Fife-EW-2015-07-17.log Input File: J:\80421 WFLHD IDIQ\80421W Williams Creek (Shoup) Bridge\CADD\Geopak\V8_EARTHWORK_Fife.inp Output File: Fife-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 = default 1 179 179 lvname = p_hal_centerline 1 180 180 lvname = p_rdw_walls 1 181 181 lvname = p_rdw_slope_stake_limits 1 182 182 lvname = x_geopak_cell 1 183 183 lvname = x_p_cutslope

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

1 246 246 lvname = x_p_pave_layer_2 1 247 247 co = 23 1 248 248 1 249 249 Proposed Undercut 1 250 250 soil type = Layer3 1 251 251 roadway exc mult factor = 0.000001 1 252 252 subsoil exc mult factor = 0.000001 1 253 253 fill mult factor = 0.000001 1 254 254 type = line 1 255 255 lvname = x_p_pave_layer_3 1 256 256 co = 24 1 257 257 1 258 258 Proposed Undercut 1 259 259 soil type = Layer4 1 260 260 roadway exc mult factor = 0.000001 1 261 261 subsoil exc mult factor = 0.000001 1 262 262 fill mult factor = 0.000001 1 263 263 type = line 1 264 264 lvname = x_p_pave_layer_4 1 265 265 co = 25 1 266 266 1 267 267 Proposed Undercut 1 268 268 soil type = Layer5 1 269 269 roadway exc mult factor = 0.000001 1 270 270 subsoil exc mult factor = 0.000001 1 271 271 fill mult factor = 0.000001 1 272 272 type = line 1 273 273 lvname = x_p_pave_layer_5 1 274 274 co = 26 1 275 275 1 276 276 /* For use with x20 sidewalks */ 1 277 277 Proposed Undercut 1 278 278 soil type = SidewalkLayer1 1 279 279 roadway exc mult factor = 0.000001 1 280 280 subsoil exc mult factor = 0.000001 1 281 281 fill mult factor = 0.000001 1 282 282 type = line 1 283 283 lvname = x_p_sidewalk_layer_1 1 284 284 co = 35 1 285 285 1 286 286 /* For use with x20 sidewalks */ 1 287 287 Proposed Undercut 1 288 288 soil type = SidewalkLayer2 1 289 289 roadway exc mult factor = 0.000001 1 290 290 subsoil exc mult factor = 0.000001 1 291 291 fill mult factor = 0.000001 1 292 292 type = line 1 293 293 lvname = x_p_sidewalk_layer_2 1 294 294 co = 36 1 295 295 1 296 296 /* For use with x20 sidewalks */ 1 297 297 Proposed Undercut 1 298 298 soil type = SidewalkLayer3 1 299 299 roadway exc mult factor = 0.000001 1 300 300 subsoil exc mult factor = 0.000001 1 301 301 fill mult factor = 0.000001 1 302 302 type = line 1 303 303 lvname = x_p_sidewalk_layer_3 1 304 304 co = 37 1 305 305 1 306 306 /* For use with x20 sidewalks */ 1 307 307 Proposed Undercut 1 308 308 soil type = SidewalkLayer4

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

1 372 372 type = line, line_string 1 373 373 lvname = x_p_mse_wall_backfill4 1 374 374 co = 56 1 375 375 1 376 376 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 377 377 Proposed Undercut 1 378 378 soil type = RdwyExc 1 379 379 roadway exc mult factor = 0.000001 1 380 380 subsoil exc mult factor = 0.000001 1 381 381 fill mult factor = 0.00001 1 382 382 type = line, line_string 1 383 383 lvname = x_p_mse_wall_backfill5 1 384 384 co = 57 1 385 385 1 386 386 /* For use with all Concrete Retaining Walls */ 1 387 387 Proposed Undercut 1 388 388 soil type = Pervious 1 389 389 roadway exc mult factor = 0.000001 1 390 390 subsoil exc mult factor = 0.000001 1 391 391 fill mult factor = 0.00001 1 392 392 type = line, line_string 1 393 393 lvname = x_p_conc_wall_backfill 1 394 394 co = 54 1 395 395 1 396 396 /* For use with all Concrete Retaining Walls */ 1 397 397 Proposed Undercut 1 398 398 soil type = FoundationFill 1 399 399 roadway exc mult factor = 0.000001 1 400 400 subsoil exc mult factor = 0.000001 1 401 401 fill mult factor = 0.00001 1 402 402 type = line, line_string 1 403 403 lvname = x_p_conc_wall_foundation 1 404 404 co = 58 1 405 405 1 406 406 /* For use with CFL Parapet Wall */ 1 407 407 Proposed Undercut 1 408 408 soil type = SelectWallBackfill 1 409 409 roadway exc mult factor = 0.000001 1 410 410 subsoil exc mult factor = 0.000001 1 411 411 fill mult factor = 0.00001 1 412 412 type = line, line_string 1 413 413 lvname = x_p_conc_wall_backfill2 1 414 414 co = 52 1 415 415 1 416 416 /* For use with all Parapet Walls */ 1 417 417 Proposed Undercut 1 418 418 soil type = Pervious /* CFL - Use - WallBackfill */ 1 419 419 roadway exc mult factor = 0.000001 1 420 420 subsoil exc mult factor = 0.000001 1 421 421 fill mult factor = 0.00001 1 422 422 type = line, line_string 1 423 423 lvname = x_p_conc_wall_backfill 1 424 424 co = 56 1 425 425 1 426 426 1 427 427 /* For use with REHAB typicals */ 1 428 428 Proposed Undercut 1 429 429 soil type = ColdRecycle 1 430 430 roadway exc mult factor = 0.00001 1 431 431 subsoil exc mult factor = 0.00001 1 432 432 fill mult factor = 0.00001 1 433 433 type = line, line_string 1 434 434 lvname = x_p_milling_backfill

1 435 435 co = 57 1 436 436 1 437 437 /* For use with REHAB typicals */ 1 438 438 Proposed Undercut 1 439 439 soil type = PavedShoulder 1 440 440 roadway exc mult factor = 0.00001 1 441 441 subsoil exc mult factor = 0.00001 1 442 442 fill mult factor = 0.00001 1 443 443 type = line, line_string 1 444 444 lvname = x_p_pave_shd_backfill 1 445 445 co = 58 1 446 446 1 447 447 /* For use with REHAB typicals */ 1 448 448 Proposed Undercut 1 449 449 soil type = PreLevel 1 450 450 roadway exc mult factor = 0.00001 1 451 451 subsoil exc mult factor = 0.00001 1 452 452 fill mult factor = 0.00001 1 453 453 type = line, line_string 1 454 454 lvname = x_p_rehab_prelevel 1 455 455 co = 59 1 456 456 1 457 457 /* For use with CFL Type 3 curb special aggregate shoulder backfill (.x30 criteria)*/ 1 458 458 Proposed Undercut 1 459 459 soil type = ShoulderBackfill 1 460 460 roadway exc mult factor = 0.00001 1 461 461 subsoil exc mult factor = 0.00001 1 462 462 fill mult factor = 0.00001 1 463 463 type = line, line_string 1 464 464 lvname = x_p_shoulder_backfill 1 465 465 co = 72 1 466 466 1 467 467 /* For use with CFL paved ditches (.x30 criteria)*/ 1 468 468 Proposed Undercut 1 469 469 soil type = PavedDitchBackfill 1 470 470 roadway exc mult factor = 0.00001 1 471 471 subsoil exc mult factor = 0.00001 1 472 472 fill mult factor = 0.00001 1 473 473 type = line, line_string 1 474 474 lvname = x_p_pave_ditch_layer_1 1 475 475 co = 27 1 476 476 1 477 477 /* For use with soil nail wall (.x30 criteria)*/ 1 478 478 Proposed Undercut 1 479 479 soil type = BackfillMaterial 1 480 480 roadway exc mult factor = 0.000001 1 481 481 subsoil exc mult factor = 0.000001 1 482 482 fill mult factor = 0.00001 1 483 483 type = line, line_string 1 484 484 lvname = x_p_sn_wall_backfill 1 485 485 co = 55,175 1 486 486 1 487 487 /* For use with soil nail wall (.x30 criteria)*/ 1 488 488 Proposed Undercut 1 489 489 soil type = Concrete 1 490 490 roadway exc mult factor = 0.000001 1 491 491 subsoil exc mult factor = 0.000001 1 492 492 fill mult factor = 0.00001 1 493 493 type = line, line_string 1 494 494 lvname = x_p_sn_wall_back 1 495 495 co = 53 1 496 496

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

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

1 623 623 subsoil exc mult factor = 0.000001 1 624 624 fill mult factor = 0.00001 1 625 625 Do not include in mass ordinate 1 626 626 type = line, line_string 1 627 627 lvname = x_p_mse_wall_facing 1 628 628 1 629 629 /* For use with all walls with Foundation Fill adhoc, (.x30 criteria)) */ 1 630 630 Proposed Undercut 1 631 631 soil type = FoundationFill 1 632 632 roadway exc mult factor = 0.000001 1 633 633 subsoil exc mult factor = 0.000001 1 634 634 fill mult factor = 0.00001 1 635 635 Do not include in mass ordinate 1 636 636 type = line, line_string 1 637 637 lvname = x_p_mse_wall_foundation 1 638 638 co = 58 1 639 639 1 640 640 Excavation Limits 1 641 641 type = line 1 642 642 lvname = x_p_exc_limit 1 643 643 co = 0 1 644 644 1 645 645 /* 1 646 646 Skip Areas 1 647 647 from 10+050.00 R 1 to 10+100.00 R 1 1 648 648 from 10+200.00 R 1 to 10+300.00 R 1 1 649 649 from 10+500.00 R 1 to 10+600.00 R 1 1 650 650 */ 1 651 651 1 652 652 Write Earthwork Shapes 1 653 653 plot param 1 654 654 lvname = x_ew_shapes 1 655 655 co = 0 1 656 656 wt = 0 1 657 657 lc = 0 1 658 658 Stratify Shape Color 1 659 659 1 660 660 Combine common exc + subgrade exc 1 661 661 1 662 662 Add Accumulated Unadjusted Volume Column 1 663 663 1 664 664 End Area Decimal Places = 2 1 665 665 1 666 666 1 667 667 1 668 668 /************ The following code creates a column based ASCII file for importing **************/ 1 669 669 /************ into an Excel spreadsheet initially created by S. Pratt 3/24/2006 **************/ 1 670 670 /************ The name of this file is ^WFL_earthwork.xls^ and can be found on **************/ 1 671 671 /************ under the WFL server X:\V8i_Resource\X_30\Standards\Bin 1 672 672 /************ Instructions for using the spreadsheet can be found on it's 1st tab **************/ 1 673 673 /************ The syntax and spreadsheet is used for creating SUBTOTALS of various *************/ 1 674 674 /************ volumes for placement at the bottom of Plan/Profile sheets. **************/ 1 675 675 /************ The code below is WFL specific. FOR .X30 CRITERIA

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

1 676 676 /************ The file that gets created is named ^earthwork.txt^ 1 677 677 1 678 678 1 679 679 1 680 680 write column base ascii file = earthwork.txt 1 681 681 1 682 682 column 2 formula = abs( ["RdwyExc", Common Exc, Unadjusted Volumes] + 1 683 683 ["RdwyExc", Subgrade Exc, Unadjusted Volumes] ) 1 684 684 column 2 number of decimal place = 2 1 685 685 column 2 total length = 10 1 686 686 1 687 687 column 3 formula = abs( ["RdwyExc", Fill, Unadjusted Volumes] ) 1 688 688 column 3 number of decimal place = 2 1 689 689 column 3 total length = 10 1 690 690 1 691 691 column 4 formula = abs( ["Subexcavation", Common Exc, Unadjusted Volumes] + 1 692 692 ["Subexcavation", Subgrade Exc, Unadjusted Volumes] + 1 693 693 ["Subexcavation", Subsoil Exc, Unadjusted Volumes] ) 1 694 694 column 4 number of decimal place = 2 1 695 695 column 4 total length = 10 1 696 696 1 697 697 column 5 formula = abs( ["SubExBackfill", Fill, Unadjusted Volumes] ) 1 698 698 column 5 number of decimal place = 2 1 699 699 column 5 total length = 10 1 700 700 1 701 701 column 6 formula = abs( ["Topsoil", Common Exc, Unadjusted Volumes] + 1 702 702 ["Topsoil", Subgrade Exc, Unadjusted Volumes] + 1 703 703 ["Topsoil", Subsoil Exc, Unadjusted Volumes] ) 1 704 704 column 6 number of decimal place = 2 1 705 705 column 6 total length = 10 1 706 706 1 707 707 Process Earthwork for Baseline = FIFE_LANE 1 708 708 job number = 21w 1 709 709 1 710 710 beg sta = 10+30.00 R 1 1 711 711 end sta = 11+60.00 R 1

0 0 712 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = FIFE_LANE

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.)

10+30.00 RDWYEXC

Excavation 0.00 0 0 1.00

Subsoil Exc 0.00 0 0 1.00 Fill 41.83 0 0 1.00 0

10+40.00 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 39.29 15 15 1.00 -15

10+50.00 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 39.14 15 15 1.00 -30

10+60.00 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 47.91 16 16 1.00 -46

10+70.00 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 42.98 17 17 1.00 -63

10+80.00 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 36.25 15 15 1.00 -78

10+90.00 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 27.53 12 12 1.00 -90

11+00.00 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 16.71 8 8 1.00 -98

11+10.00 RDWYEXC

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 7.43 4 4 1.00 -102

11+20.00 RDWYEXC

Excavation 2.08 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 2.55 2 2 1.00 -104

11+30.00 RDWYEXC

Excavation 5.39 1 1 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.90 1 1 1.00 -104

11+40.00 RDWYEXC

Excavation 8.29 3 3 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.63 0 0 1.00 -101

11+50.00 RDWYEXC

Excavation 9.82 3 3 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.57 0 0 1.00 -98

11+60.00 RDWYEXC

Excavation 10.07 4 4 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.63 0 0 1.00 -94 � 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 11 11 1.00 Subsoil Exc 0 0 1.00 Fill 105 105 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 11 11 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 105 105 0 0 1.00