if02603-V8_EARTHWORK.pdf

if02603-V8_EARTHWORK.log Input File:

pw:\Idaho\PFH_Ketchum-Challis_Highway\ID_PFH_26(3)\Development\CADD\Design\if02603-V 8_EARTHWORK.inp Output File: if02603-V8_EARTHWORK.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 = 0.0001 1 9 9 1 10 10 xs dgn = if02603xa.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, line_string 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, line_string 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 FeaturesF 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_cutslope 1 175 175 lvname = x_p_ditchslope 1 176 176 lvname = x_p_fillslope 1 177 177 lvname = x_p_foreslope 1 178 178 lvname = x_p_pave_layer_top 1 179 179 lvname = x_p_pave_layer_top_curb3_c 1 180 180 lvname = x_p_pave_layer_top_curb3_e 1 181 181 lvname = x_p_conc_wall_below 1 182 182 lvname = x_p_conc_wall_above 1 183 183 lvname = x_p_conc_wall_gutter

1 184 184 /* lvname = x_p_conc_wall_front */ 1 185 185 lvname = x_p_curb_top 1 186 186 lvname = x_p_curb_bottom 1 187 187 lvname = x_p_curb3_top 1 188 188 lvname = x_p_curb3_back_c 1 189 189 lvname = x_p_curb3_back_e 1 190 190 lvname = x_p_curb3_face 1 191 191 lvname = x_p_curb3_under_c 1 192 192 lvname = x_p_curb3_under_e 1 193 193 lvname = x_p_parkway_top 1 194 194 lvname = x_p_sidewalk_layer_top 1 195 195 lvname = x_p_sn_wall_face 1 196 196 lvname = x_p_sn_wall_top 1 197 197 lvname = x_p_rk_wall_face 1 198 198 lvname = x_p_rk_wall_top 1 199 199 lvname = x_p_gd_wall_above 1 200 200 lvname = x_p_gd_wall_below 1 201 201 lvname = x_p_conc_median_top 1 202 202 lvname = x_p_conc_median_bottom 1 203 203 lvname = x_p_mse_wall_front 1 204 204 lvname = x_p_mse_wall_veneer 1 205 205 lvname = x_p_wall_top 1 206 206 lvname = x_p_gfmse_wall_pfg 1 207 207 lvname = x_p_rk_wall_tier 1 208 208 /* lvname = x_p_gfmse_wall_embedment_slope */ 1 209 209 1 210 210 1 211 211 /* co = 0,1,15,29,40,42,43,44,49,51,52,54,82,128,178,229,233,234,235,236,247 */ 1 212 212 1 213 213 Proposed Undercut 1 214 214 soil type = Topsoil 1 215 215 roadway exc mult factor = 0.000001 1 216 216 subsoil exc mult factor = 0.000001 1 217 217 fill mult factor = 0.000001 1 218 218 type = line 1 219 219 lvname=x_p_topsoil_backfill 1 220 220 co = 20 1 221 221 1 222 222 Proposed Undercut 1 223 223 soil type = Superpave_Pavement 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_pave_layer_1 1 229 229 co = 22 1 230 230 1 231 231 Proposed Undercut 1 232 232 soil type = Aggregate_Base 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_2 1 238 238 co = 23 1 239 239 1 240 240 Proposed Undercut 1 241 241 soil type = Layer3 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_3 1 247 247 co = 24 1 248 248 1 249 249 Proposed Undercut 1 250 250 soil type = Layer4 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_4 1 256 256 co = 25 1 257 257 1 258 258 Proposed Undercut 1 259 259 soil type = Layer5 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_5 1 265 265 co = 26 1 266 266 1 267 267 /* For use with x20 sidewalks */ 1 268 268 Proposed Undercut 1 269 269 soil type = SidewalkLayer1 1 270 270 roadway exc mult factor = 0.000001 1 271 271 subsoil exc mult factor = 0.000001 1 272 272 fill mult factor = 0.000001 1 273 273 type = line 1 274 274 lvname = x_p_sidewalk_layer_1 1 275 275 co = 35 1 276 276 1 277 277 /* For use with x20 sidewalks */ 1 278 278 Proposed Undercut 1 279 279 soil type = SidewalkLayer2 1 280 280 roadway exc mult factor = 0.000001 1 281 281 subsoil exc mult factor = 0.000001 1 282 282 fill mult factor = 0.000001 1 283 283 type = line 1 284 284 lvname = x_p_sidewalk_layer_2 1 285 285 co = 36 1 286 286 1 287 287 /* For use with x20 sidewalks */ 1 288 288 Proposed Undercut 1 289 289 soil type = SidewalkLayer3 1 290 290 roadway exc mult factor = 0.000001 1 291 291 subsoil exc mult factor = 0.000001 1 292 292 fill mult factor = 0.000001 1 293 293 type = line 1 294 294 lvname = x_p_sidewalk_layer_3 1 295 295 co = 37 1 296 296 1 297 297 /* For use with x20 sidewalks */ 1 298 298 Proposed Undercut 1 299 299 soil type = SidewalkLayer4 1 300 300 roadway exc mult factor = 0.000001 1 301 301 subsoil exc mult factor = 0.000001 1 302 302 fill mult factor = 0.000001 1 303 303 type = line 1 304 304 lvname = x_p_sidewalk_layer_4 1 305 305 co = 38 1 306 306 1 307 307 /* For use with x20 subex criteria */ 1 308 308 Proposed Undercut

1 309 309 soil type = SubExBackfill 1 310 310 roadway exc mult factor = 0.000001 1 311 311 subsoil exc mult factor = 0.000001 1 312 312 fill mult factor = 0.00001 1 313 313 type = line, line_string 1 314 314 lvname = x_p_subex_backfill1 1 315 315 co = 40 1 316 316 1 317 317 /* For use with subex type 2 */ 1 318 318 Proposed Undercut 1 319 319 soil type = RdwyExc 1 320 320 roadway exc mult factor = 0.000001 1 321 321 subsoil exc mult factor = 0.000001 1 322 322 fill mult factor = 0.00001 1 323 323 type = line, line_string 1 324 324 lvname = x_p_subex_backfill2 1 325 325 co = 41 1 326 326 1 327 327 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 328 328 Proposed Undercut 1 329 329 soil type = SelectWallBackfill 1 330 330 roadway exc mult factor = 0.000001 1 331 331 subsoil exc mult factor = 0.000001 1 332 332 fill mult factor = 0.00001 1 333 333 type = line, line_string 1 334 334 lvname = x_p_mse_wall_backfill1 1 335 335 co = 51 1 336 336 1 337 337 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 338 338 Proposed Undercut 1 339 339 soil type = SelectWallBackfill 1 340 340 roadway exc mult factor = 0.000001 1 341 341 subsoil exc mult factor = 0.000001 1 342 342 fill mult factor = 0.00001 1 343 343 type = line, line_string 1 344 344 lvname = x_p_mse_wall_backfill2 1 345 345 co = 52 1 346 346 1 347 347 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 348 348 Proposed Undercut 1 349 349 soil type = GranularBackfill 1 350 350 roadway exc mult factor = 0.000001 1 351 351 subsoil exc mult factor = 0.000001 1 352 352 fill mult factor = 0.00001 1 353 353 type = line, line_string 1 354 354 lvname = x_p_mse_wall_backfill3 1 355 355 co = 53 1 356 356 1 357 357 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 358 358 Proposed Undercut 1 359 359 soil type = LevelingPad 1 360 360 roadway exc mult factor = 0.000001 1 361 361 subsoil exc mult factor = 0.000001 1 362 362 fill mult factor = 0.00001 1 363 363 type = line, line_string 1 364 364 lvname = x_p_mse_wall_backfill4 1 365 365 co = 56 1 366 366 1 367 367 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 368 368 Proposed Undercut 1 369 369 soil type = RdwyExc 1 370 370 roadway exc mult factor = 0.000001 1 371 371 subsoil exc mult factor = 0.000001

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

1 435 435 lvname = x_p_pave_shd_backfill 1 436 436 co = 58 1 437 437 1 438 438 /* For use with REHAB typicals */ 1 439 439 Proposed Undercut 1 440 440 soil type = PreLevel 1 441 441 roadway exc mult factor = 0.00001 1 442 442 subsoil exc mult factor = 0.00001 1 443 443 fill mult factor = 0.00001 1 444 444 type = line, line_string 1 445 445 lvname = x_p_rehab_prelevel 1 446 446 co = 59 1 447 447 1 448 448 /* For use with CFL Type 3 curb special aggregate shoulder backfill (.x30 criteria)*/ 1 449 449 Proposed Undercut 1 450 450 soil type = ShoulderBackfill 1 451 451 roadway exc mult factor = 0.00001 1 452 452 subsoil exc mult factor = 0.00001 1 453 453 fill mult factor = 0.00001 1 454 454 type = line, line_string 1 455 455 lvname = x_p_shoulder_backfill 1 456 456 co = 72 1 457 457 1 458 458 /* For use with CFL paved ditches (.x30 criteria)*/ 1 459 459 Proposed Undercut 1 460 460 soil type = PavedDitchBackfill 1 461 461 roadway exc mult factor = 0.00001 1 462 462 subsoil exc mult factor = 0.00001 1 463 463 fill mult factor = 0.00001 1 464 464 type = line, line_string 1 465 465 lvname = x_p_pave_ditch_layer_1 1 466 466 co = 27 1 467 467 1 468 468 /* For use with soil nail wall (.x30 criteria)*/ 1 469 469 Proposed Undercut 1 470 470 soil type = BackfillMaterial 1 471 471 roadway exc mult factor = 0.000001 1 472 472 subsoil exc mult factor = 0.000001 1 473 473 fill mult factor = 0.00001 1 474 474 type = line, line_string 1 475 475 lvname = x_p_sn_wall_backfill 1 476 476 co = 55,175 1 477 477 1 478 478 /* For use with soil nail wall (.x30 criteria)*/ 1 479 479 Proposed Undercut 1 480 480 soil type = Concrete 1 481 481 roadway exc mult factor = 0.000001 1 482 482 subsoil exc mult factor = 0.000001 1 483 483 fill mult factor = 0.00001 1 484 484 type = line, line_string 1 485 485 lvname = x_p_sn_wall_back 1 486 486 co = 53 1 487 487 1 488 488 /* For use with soil nail wall (.x30 criteria)*/ 1 489 489 Proposed Undercut 1 490 490 soil type = BackfillMaterial 1 491 491 roadway exc mult factor = 0.000001 1 492 492 subsoil exc mult factor = 0.000001 1 493 493 fill mult factor = 0.00001 1 494 494 type = line, line_string 1 495 495 lvname = x_p_sn_wall_curb_backfill 1 496 496 co = 16,175

1 497 497 1 498 498 /* For use with soil nail wall (.x30 criteria)*/ 1 499 499 Proposed Undercut 1 500 500 soil type = SNFoundationFill 1 501 501 roadway exc mult factor = 0.000001 1 502 502 subsoil exc mult factor = 0.000001 1 503 503 fill mult factor = 0.00001 1 504 504 type = line, line_string 1 505 505 lvname = x_p_sn_foundation_backfill 1 506 506 co = 58 1 507 507 1 508 508 /* For use with rockery wall (.x30 criteria)*/ 1 509 509 Proposed Undercut 1 510 510 soil type = WallBackfill 1 511 511 roadway exc mult factor = 0.000001 1 512 512 subsoil exc mult factor = 0.000001 1 513 513 fill mult factor = 0.00001 1 514 514 type = line, line_string 1 515 515 lvname = x_p_rk_wall_backfill 1 516 516 co = 55,175 1 517 517 1 518 518 /* For use with rockery wall (.x30 criteria)*/ 1 519 519 Proposed Undercut 1 520 520 soil type = Rock 1 521 521 roadway exc mult factor = 0.000001 1 522 522 subsoil exc mult factor = 0.000001 1 523 523 fill mult factor = 0.00001 1 524 524 type = line, line_string 1 525 525 lvname = x_p_rk_wall_back 1 526 526 co = 45 1 527 527 1 528 528 /* For use with rockery wall (.x30 criteria)*/ 1 529 529 Proposed Undercut 1 530 530 soil type = FoundationFill 1 531 531 roadway exc mult factor = 0.000001 1 532 532 subsoil exc mult factor = 0.000001 1 533 533 fill mult factor = 0.00001 1 534 534 type = line, line_string 1 535 535 lvname = x_p_rk_foundation_backfill 1 536 536 co = 58 1 537 537 1 538 538 /* For use with Rockery Wall, (.x30 criteria)) */ 1 539 539 Proposed Undercut 1 540 540 soil type = GranularRockBd 1 541 541 roadway exc mult factor = 0.000001 1 542 542 subsoil exc mult factor = 0.000001 1 543 543 fill mult factor = 0.00001 1 544 544 Do not include in mass ordinate 1 545 545 type = line, line_string 1 546 546 lvname = x_p_rk_wall_backfill2 1 547 547 co = 52 1 548 548 1 549 549 /* For use with guardwall (.x30 criteria)*/ 1 550 550 Proposed Undercut 1 551 551 soil type = StructuralBackfill 1 552 552 roadway exc mult factor = 0.000001 1 553 553 subsoil exc mult factor = 0.000001 1 554 554 fill mult factor = 0.00001 1 555 555 type = line, line_string 1 556 556 lvname = x_p_gd_wall_backfill1 1 557 557 co = 50 1 558 558 1 559 559 /* For use with guardwall (.x30 criteria)*/

1 560 560 Proposed Undercut 1 561 561 soil type = BackfillMaterial 1 562 562 roadway exc mult factor = 0.000001 1 563 563 subsoil exc mult factor = 0.000001 1 564 564 fill mult factor = 0.00001 1 565 565 type = line, line_string 1 566 566 lvname = x_p_gd_wall_backfill2 1 567 567 co = 55 1 568 568 1 569 569 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 570 570 Proposed Undercut 1 571 571 soil type = GabionRock 1 572 572 roadway exc mult factor = 0.000001 1 573 573 subsoil exc mult factor = 0.000001 1 574 574 fill mult factor = 0.00001 1 575 575 type = line, line_string 1 576 576 lvname = x_p_gfmse_wall_gabion 1 577 577 co = 78 1 578 578 1 579 579 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 580 580 Proposed Undercut 1 581 581 soil type = SelectWallBackfill 1 582 582 roadway exc mult factor = 0.000001 1 583 583 subsoil exc mult factor = 0.000001 1 584 584 fill mult factor = 0.00001

1 585 585 type = line, line_string 1 586 586 lvname = x_p_gfmse_wall_backfill1

1 587 587 co = 6 1 588 588 1 589 589 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 590 590 Proposed Undercut 1 591 591 soil type = GranularBackfill 1 592 592 roadway exc mult factor = 0.000001 1 593 593 subsoil exc mult factor = 0.000001 1 594 594 fill mult factor = 0.00001

1 595 595 type = line, line_string 1 596 596 lvname = x_p_gfmse_wall_backfill2 1 597 597 co = 36 1 598 598 1 599 599 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 600 600 Proposed Undercut 1 601 601 soil type = GranularBackfill 1 602 602 roadway exc mult factor = 0.000001 1 603 603 subsoil exc mult factor = 0.000001 1 604 604 fill mult factor = 0.00001

1 605 605 type = line, line_string 1 606 606 lvname = x_p_gfmse_wall_embedment_slope 1 607 607 lvname = x_p_gfmse_wall_backfill3

1 608 608 co = 16,100 1 609 609 1 610 610 /* For use with Prop_SMSE_Wall (mse wall facing, (.x30 criteria)) */ 1 611 611 Proposed Undercut 1 612 612 soil type = WallFacing 1 613 613 roadway exc mult factor = 0.000001 1 614 614 subsoil exc mult factor = 0.000001 1 615 615 fill mult factor = 0.00001 1 616 616 Do not include in mass ordinate 1 617 617 type = line, line_string 1 618 618 lvname = x_p_mse_wall_facing 1 619 619 1 620 620 /* For use with all walls with Foundation Fill adhoc, (.x30 criteria)) */ 1 621 621 Proposed Undercut

1 622 622 soil type = FoundationFill 1 623 623 roadway exc mult factor = 0.000001 1 624 624 subsoil exc mult factor = 0.000001 1 625 625 fill mult factor = 0.00001 1 626 626 Do not include in mass ordinate 1 627 627 type = line, line_string 1 628 628 lvname = x_p_mse_wall_foundation 1 629 629 co = 58 1 630 630 1 631 631 /* For use with Parapet walls (.x30 criteria)) */ 1 632 632 Proposed Undercut 1 633 633 soil type = Pervious 1 634 634 roadway exc mult factor = 0.000001 1 635 635 subsoil exc mult factor = 0.000001 1 636 636 fill mult factor = 0.00001 1 637 637 Do not include in mass ordinate 1 638 638 type = line, line_string 1 639 639 lvname = x_p_conc_wall_front 1 640 640 co = 82 1 641 641 1 642 642 Excavation Limits 1 643 643 type = line 1 644 644 lvname = x_p_exc_limit 1 645 645 co = 0 1 646 646 1 647 647 /* 1 648 648 Skip Areas 1 649 649 from 10+050.00 R 1 to 10+100.00 R 1 1 650 650 from 10+200.00 R 1 to 10+300.00 R 1 1 651 651 from 10+500.00 R 1 to 10+600.00 R 1 1 652 652 */ 1 653 653 1 654 654 Write Earthwork Shapes 1 655 655 plot param 1 656 656 lvname = x_ew_shapes 1 657 657 co = 0 1 658 658 wt = 0 1 659 659 lc = 0 1 660 660 Stratify Shape Color 1 661 661 1 662 662 Combine common exc + subgrade exc 1 663 663 1 664 664 Add Accumulated Unadjusted Volume Column 1 665 665 1 666 666 End Area Decimal Places = 2 1 667 667 1 668 668 1 669 669 1 670 670 /************ The following code creates a column based ASCII file for importing **************/ 1 671 671 /************ into an Excel spreadsheet initially created by S. Pratt 3/24/2006 **************/ 1 672 672 /************ The name of this file is ^WFL_earthwork.xls^ and can be found on **************/ 1 673 673 /************ under the WFL server X:\V8i_Resource\X_30\Standards\Bin 1 674 674 /************ Instructions for using the spreadsheet can be found on it's 1st tab **************/ 1 675 675 /************ The syntax and spreadsheet is used for creating

SUBTOTALS of various *************/ 1 676 676 /************ volumes for placement at the bottom of Plan/Profile sheets. **************/ 1 677 677 /************ The code below is WFL specific. FOR .X30 CRITERIA

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

1 678 678 /************ The file that gets created is named ^earthwork.txt^ 1 679 679 1 680 680 1 681 681 1 682 682 write column base ascii file = if02603earthwork-95%.txt 1 683 683 1 684 684 column 2 formula = abs( ["RdwyExc", Common Exc, Unadjusted Volumes] + 1 685 685 ["RdwyExc", Subgrade Exc, Unadjusted Volumes] ) 1 686 686 column 2 number of decimal place = 2 1 687 687 column 2 total length = 10 1 688 688 1 689 689 column 3 formula = abs( ["RdwyExc", Fill, Unadjusted Volumes] ) 1 690 690 column 3 number of decimal place = 2 1 691 691 column 3 total length = 10 1 692 692 1 693 693 column 4 formula = abs( ["Subexcavation", Common Exc, Unadjusted Volumes] + 1 694 694 ["Subexcavation", Subgrade Exc, Unadjusted Volumes] + 1 695 695 ["Subexcavation", Subsoil Exc, Unadjusted Volumes] ) 1 696 696 column 4 number of decimal place = 2 1 697 697 column 4 total length = 10 1 698 698 1 699 699 column 5 formula = abs( ["SubExBackfill", Fill, Unadjusted Volumes] ) 1 700 700 column 5 number of decimal place = 2 1 701 701 column 5 total length = 10 1 702 702 1 703 703 column 6 formula = abs( ["Topsoil", Common Exc, Unadjusted Volumes] + 1 704 704 ["Topsoil", Subgrade Exc, Unadjusted Volumes] + 1 705 705 ["Topsoil", Subsoil Exc, Unadjusted Volumes] ) 1 706 706 column 6 number of decimal place = 2 1 707 707 column 6 total length = 10 1 708 708 1 709 709 Process Earthwork for Baseline = KC05 1 710 710 job number = 263 1 711 711 1 712 712 beg sta = 126+75.00 R 1 1 713 713 end sta = 191+00.00 R 1

0 0 714 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = KC05

COMPUTING EARTHWORKS FOR JOB = 263

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.)

126+75.00 RDWYEXC

Excavation 47.10 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.27 0 0 1.00 0

SUBEXCAVATION

Excavation 69.17 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 0 Mass ordinate for SUBEXCAVATION = 0

TOPSOIL

Excavation 8.38 0 0 0.00 Subsoil Exc 0.27 0 0 0.00 Fill 0.00 0 0 0.00 0 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.47 0 0 0.00 0

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 21.55 0 0 0.00 0

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 69.17 0 0 0.00 0

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.17 0 0 0.00 0

127+00.00 RDWYEXC

Excavation 39.09 40 40 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.35 0 0 1.00 40

SUBEXCAVATION

Excavation 64.35 62 62 1.00 Subsoil Exc 0.00 0 0 1.00

Fill 0.00 0 0 1.00 40 Mass ordinate for SUBEXCAVATION = 62

TOPSOIL

Excavation 7.30 7 0 0.00 Subsoil Exc 0.35 0 0 0.00 Fill 0.00 0 0 0.00 40 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 8 0 0.00 40

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.08 19 0 0.00 40

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.35 62 0 0.00 40

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.15 0 0 0.00 40

127+50.00 RDWYEXC

Excavation 27.78 62 62 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.28 1 1 1.00 101

SUBEXCAVATION

Excavation 64.24 119 119 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 101 Mass ordinate for SUBEXCAVATION = 181

TOPSOIL

Excavation 5.72 12 0 0.00 Subsoil Exc 0.28 1 0 0.00 Fill 0.00 0 0 0.00 101

Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 16 0 0.00 101

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.08 37 0 0.00 101

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.35 119 0 0.00 101

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.15 0 0 0.00 101

128+00.00 RDWYEXC

Excavation 26.35 50 50 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.27 1 1 1.00 150

SUBEXCAVATION

Excavation 64.15 119 119 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 150 Mass ordinate for SUBEXCAVATION = 300

TOPSOIL

Excavation 5.88 11 0 0.00 Subsoil Exc 0.27 1 0 0.00 Fill 0.00 0 0 0.00 150 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 16 0 0.00 150

AGGREGATE_BASE

Excavation 0.00 0 0 0.00

Subsoil Exc 0.00 0 0 0.00 Fill 20.08 37 0 0.00 150

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.34 119 0 0.00 150

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.15 0 0 0.00 150

128+15.50 RDWYEXC

Excavation 26.21 15 15 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.45 0 0 1.00 165

SUBEXCAVATION

Excavation 64.18 37 37 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 165 Mass ordinate for SUBEXCAVATION = 337

TOPSOIL

Excavation 5.97 3 0 0.00 Subsoil Exc 0.44 0 0 0.00 Fill 0.00 0 0 0.00 165 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 5 0 0.00 165

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.08 12 0 0.00 165

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.35 37 0 0.00 165

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.15 0 0 0.00 165

128+50.00 RDWYEXC

Excavation 29.30 35 35 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 1.00 1 1 1.00 199

SUBEXCAVATION

Excavation 64.14 82 82 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 199 Mass ordinate for SUBEXCAVATION = 419

TOPSOIL

Excavation 5.66 8 0 0.00 Subsoil Exc 0.74 1 0 0.00 Fill 0.00 0 0 0.00 199 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 11 0 0.00 199

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.09 26 0 0.00 199

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.38 82 0 0.00 199

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.15 0 0 0.00 199

128+59.00 RDWYEXC

Excavation 31.37 10 10 1.00

Fill 1.33 0 0 1.00 209

SUBEXCAVATION

Excavation 64.13 21 21 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 209 Mass ordinate for SUBEXCAVATION = 440

TOPSOIL

Excavation 5.51 1 0 0.00 Subsoil Exc 0.88 0 0 0.00 Fill 0.00 0 0 0.00 209 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 3 0 0.00 209

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.09 7 0 0.00 209

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.40 21 0 0.00 209

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.15 0 0 0.00 209

128+64.50 RDWYEXC

Excavation 31.49 6 6 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 1.46 0 0 1.00 215

SUBEXCAVATION

Excavation 64.12 13 13 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 215

Mass ordinate for SUBEXCAVATION = 453

TOPSOIL

Excavation 5.41 1 0 0.00 Subsoil Exc 0.85 0 0 0.00 Fill 0.00 0 0 0.00 215 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 2 0 0.00 215

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.09 4 0 0.00 215

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.41 13 0 0.00 215

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.15 0 0 0.00 215

128+69.18 RDWYEXC

Excavation 31.56 6 6 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 1.68 0 0 1.00 221

SUBEXCAVATION

Excavation 64.11 11 11 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 221 Mass ordinate for SUBEXCAVATION = 464

TOPSOIL

Excavation 5.38 1 0 0.00 Subsoil Exc 0.91 0 0 0.00 Fill 0.00 0 0 0.00 221 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00

Subsoil Exc 0.00 0 0 0.00 Fill 8.86 2 0 0.00 221

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.09 3 0 0.00 221

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.42 11 0 0.00 221

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.15 0 0 0.00 221

128+75.00 RDWYEXC

Excavation 31.53 6 6 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 2.01 0 0 1.00 227

SUBEXCAVATION

Excavation 64.09 14 14 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 227 Mass ordinate for SUBEXCAVATION = 478

TOPSOIL

Excavation 5.33 1 0 0.00 Subsoil Exc 1.02 0 0 0.00 Fill 0.00 0 0 0.00 227 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 2 0 0.00 227

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.10 4 0 0.00 227

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.43 14 0 0.00 227

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.15 0 0 0.00 227

129+00.00 RDWYEXC

Excavation 32.23 29 29 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 3.86 3 3 1.00 253

SUBEXCAVATION

Excavation 63.97 59 59 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 253 Mass ordinate for SUBEXCAVATION = 537

TOPSOIL

Excavation 5.83 5 0 0.00 Subsoil Exc 1.59 1 0 0.00 Fill 0.00 0 0 0.00 253 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 8 0 0.00 253

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.11 19 0 0.00 253

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.49 60 0 0.00 253

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00

Fill 0.16 0 0 0.00 253

129+08.72 RDWYEXC

Excavation 33.06 11 11 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 4.82 1 1 1.00 263

SUBEXCAVATION

Excavation 63.93 21 21 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 263 Mass ordinate for SUBEXCAVATION = 558

TOPSOIL

Excavation 5.81 1 0 0.00 Subsoil Exc 1.75 1 0 0.00 Fill 0.00 0 0 0.00 263 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 3 0 0.00 263

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.12 6 0 0.00 263

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.52 21 0 0.00 263

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 263

129+50.00 RDWYEXC

Excavation 33.12 50 50 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 5.74 8 8 1.00 305

SUBEXCAVATION

Excavation 64.23 98 98 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 305 Mass ordinate for SUBEXCAVATION = 656

TOPSOIL

Excavation 5.42 9 0 0.00 Subsoil Exc 1.90 3 0 0.00 Fill 0.00 0 0 0.00 305 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 14 0 0.00 305

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 31 0 0.00 305

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 99 0 0.00 305

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 305

129+65.08 RDWYEXC

Excavation 25.61 17 17 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 5.76 3 3 1.00 319

SUBEXCAVATION

Excavation 64.33 36 36 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 319 Mass ordinate for SUBEXCAVATION = 692

TOPSOIL

Excavation 4.34 3 0 0.00

Subsoil Exc 1.92 1 0 0.00 Fill 0.00 0 0 0.00 319 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 5 0 0.00 319

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 11 0 0.00 319

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 36 0 0.00 319

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 319

129+88.83 RDWYEXC

Excavation 18.31 19 19 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 6.62 5 5 1.00 333

SUBEXCAVATION

Excavation 64.10 56 56 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 333 Mass ordinate for SUBEXCAVATION = 748

TOPSOIL

Excavation 4.50 4 0 0.00 Subsoil Exc 2.23 2 0 0.00 Fill 0.00 0 0 0.00 333 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00

Fill 8.86 8 0 0.00 333

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 18 0 0.00 333

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 57 0 0.00 333

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 333

130+00.00 RDWYEXC

Excavation 17.02 7 7 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 6.27 3 3 1.00 337

SUBEXCAVATION

Excavation 64.12 27 27 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 337 Mass ordinate for SUBEXCAVATION = 775

TOPSOIL

Excavation 4.95 2 0 0.00 Subsoil Exc 1.95 1 0 0.00 Fill 0.00 0 0 0.00 337 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 4 0 0.00 337

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 8 0 0.00 337

SUBEXBACKFILL

Subsoil Exc 0.00 0 0 0.00 Fill 64.77 27 0 0.00 337

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 337

130+12.29 RDWYEXC

Excavation 20.98 8 8 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 5.89 3 3 1.00 342

SUBEXCAVATION

Excavation 63.87 29 29 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 342 Mass ordinate for SUBEXCAVATION = 804

TOPSOIL

Excavation 6.46 3 0 0.00 Subsoil Exc 1.94 1 0 0.00 Fill 0.00 0 0 0.00 342 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 4 0 0.00 342

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 9 0 0.00 342

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 29 0 0.00 342

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 342

130+25.08 RDWYEXC

Excavation 22.98 10 10 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 6.54 3 3 1.00 349

SUBEXCAVATION

Excavation 63.57 30 30 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 349 Mass ordinate for SUBEXCAVATION = 834

TOPSOIL

Excavation 5.56 3 0 0.00 Subsoil Exc 2.05 1 0 0.00 Fill 0.00 0 0 0.00 349 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 4 0 0.00 349

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 10 0 0.00 349

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 31 0 0.00 349

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 349

130+28.83 RDWYEXC

Excavation 23.59 3 3 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 6.23 1 1 1.00 351

SUBEXCAVATION

Excavation 63.43 9 9 1.00

Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 351 Mass ordinate for SUBEXCAVATION = 843

TOPSOIL

Excavation 5.46 1 0 0.00 Subsoil Exc 2.14 0 0 0.00 Fill 0.00 0 0 0.00 351 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 1 0 0.00 351

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 3 0 0.00 351

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 9 0 0.00 351

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 351

130+32.58 RDWYEXC

Excavation 24.28 4 4 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 5.42 1 1 1.00 354

SUBEXCAVATION

Excavation 63.31 9 9 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 354 Mass ordinate for SUBEXCAVATION = 852

TOPSOIL

Excavation 6.21 1 0 0.00 Subsoil Exc 2.09 0 0 0.00

Fill 0.00 0 0 0.00 354 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 1 0 0.00 354

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 3 0 0.00 354

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 9 0 0.00 354

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 354

130+32.83 RDWYEXC

Excavation 24.30 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 5.41 0 0 1.00 354

SUBEXCAVATION

Excavation 63.30 1 1 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 354 Mass ordinate for SUBEXCAVATION = 853

TOPSOIL

Excavation 6.24 0 0 0.00 Subsoil Exc 2.08 0 0 0.00 Fill 0.00 0 0 0.00 354 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 0 0 0.00 354

AGGREGATE_BASE

Subsoil Exc 0.00 0 0 0.00 Fill 20.17 0 0 0.00 354

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 1 0 0.00 354

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 354

130+50.00 RDWYEXC

Excavation 26.98 16 16 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 4.64 3 3 1.00 367

SUBEXCAVATION

Excavation 62.87 40 40 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 367 Mass ordinate for SUBEXCAVATION = 893

TOPSOIL

Excavation 8.95 5 0 0.00 Subsoil Exc 1.84 1 0 0.00 Fill 0.00 0 0 0.00 367 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 6 0 0.00 367

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 13 0 0.00 367

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00

Fill 64.77 41 0 0.00 367

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 367

130+72.83 RDWYEXC

Excavation 27.67 23 23 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 4.73 4 4 1.00 386

SUBEXCAVATION

Excavation 62.72 53 53 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 386 Mass ordinate for SUBEXCAVATION = 946

TOPSOIL

Excavation 7.07 6 0 0.00 Subsoil Exc 2.69 2 0 0.00 Fill 0.00 0 0 0.00 386 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 7 0 0.00 386

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 17 0 0.00 386

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 55 0 0.00 386

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 386

130+92.58 RDWYEXC

Excavation 21.93 18 18 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 3.70 3 3 1.00 401

SUBEXCAVATION

Excavation 62.54 46 46 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 401 Mass ordinate for SUBEXCAVATION = 992

TOPSOIL

Excavation 4.26 4 0 0.00 Subsoil Exc 1.67 2 0 0.00 Fill 0.00 0 0 0.00 401 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 6 0 0.00 401

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 15 0 0.00 401

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 47 0 0.00 401

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 401

131+00.00 RDWYEXC

Excavation 24.38 6 6 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 3.47 1 1 1.00 406

SUBEXCAVATION

Excavation 62.51 17 17 1.00 Subsoil Exc 0.00 0 0 1.00

Fill 0.00 0 0 1.00 406 Mass ordinate for SUBEXCAVATION = 1009

TOPSOIL

Excavation 4.31 1 0 0.00 Subsoil Exc 1.61 0 0 0.00 Fill 0.00 0 0 0.00 406 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 2 0 0.00 406

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 6 0 0.00 406

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 18 0 0.00 406

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 406

131+50.00 RDWYEXC

Excavation 58.06 76 76 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 1.67 5 5 1.00 477

SUBEXCAVATION

Excavation 63.20 116 116 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 477 Mass ordinate for SUBEXCAVATION = 1125

TOPSOIL

Excavation 7.76 11 0 0.00 Subsoil Exc 1.23 3 0 0.00 Fill 0.00 0 0 0.00 477 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 16 0 0.00 477

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 37 0 0.00 477

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 120 0 0.00 477

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 477

132+00.00 RDWYEXC

Excavation 95.17 142 142 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 1.49 3 3 1.00 616

SUBEXCAVATION

Excavation 63.18 117 117 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 616 Mass ordinate for SUBEXCAVATION = 1242

TOPSOIL

Excavation 9.24 16 0 0.00 Subsoil Exc 1.04 2 0 0.00 Fill 0.00 0 0 0.00 616 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 16 0 0.00 616

AGGREGATE_BASE

Excavation 0.00 0 0 0.00

Fill 20.17 37 0 0.00 616

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 120 0 0.00 616

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 616

132+50.00 RDWYEXC

Excavation 103.94 184 184 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 1.51 3 3 1.00 797

SUBEXCAVATION

Excavation 62.75 117 117 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 797 Mass ordinate for SUBEXCAVATION = 1359

TOPSOIL

Excavation 9.39 18 0 0.00 Subsoil Exc 1.13 2 0 0.00 Fill 0.00 0 0 0.00 797 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 16 0 0.00 797

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 37 0 0.00 797

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 64.77 120 0 0.00 797

SHOULDERBACKFILL

Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 797

133+00.00 RDWYEXC

Excavation 94.64 183 183 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 5.60 7 7 1.00 973

SUBEXCAVATION

Excavation 0.00 58 58 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 973 Mass ordinate for SUBEXCAVATION = 1417

TOPSOIL

Excavation 7.75 16 0 0.00 Subsoil Exc 2.48 3 0 0.00 Fill 0.00 0 0 0.00 973 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 16 0 0.00 973

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 37 0 0.00 973

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.00 60 0 0.00 973

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 973

133+50.00 RDWYEXC

Excavation 92.38 173 173 1.00

Fill 8.25 13 13 1.00 1133

TOPSOIL

Excavation 7.54 14 0 0.00 Subsoil Exc 3.14 5 0 0.00 Fill 0.00 0 0 0.00 1133 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 8.86 16 0 0.00 1133

AGGREGATE_BASE

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 20.17 37 0 0.00 1133

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.16 0 0 0.00 1133

134+00.00 RDWYEXC

Excavation 63.17 144 144 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 12.33 19 19 1.00 1258

TOPSOIL

Excavation 7.13 13 0 0.00 Subsoil Exc 3.26 6 0 0.00 Fill 0.00 0 0 0.00 1258 Mass ordinate for TOPSOIL = 0

SUPERPAVE_PAVEMENT

Excava