Physical Data_FSR_33_MP_5.1_Earthwork_R071818.pdf

Input File: pw:\Washington\FS_Mt_Baker-Snoqualmie\WA_FS_ERFO_2015(1)- 20(1)\Development\CADD\Design\FSR33_MPs_4p1_5.1_6p0\fsr33_mp51__EARTHWORK.inp Output File: fsr33_mp51__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 1 9 9 tolerance = 0.03 1 10 10 1 11 11 xs dgn = ERFO33-5XS.dgn 1 12 12 1 13 13 Existing Ground Line 1 14 14 soil type = RdwyExc 1 15 15 roadway exc mult factor = 1.10 1 16 16 subsoil exc mult factor = 1.00 1 17 17 fill mult factor = 1.00 1 18 18 type = line, line_string 1 19 19 lvname = x_e_ground_xs 1 20 20 co = 8 1 21 21 1 22 22 /* For use with subex type 1 */ 1 23 23 Existing Suitable Material 1 24 24 soil type = RdwyExc 1 25 25 roadway exc mult factor = 1.00 1 26 26 subsoil exc mult factor = 1.00 1 27 27 fill mult factor = 1.00 1 28 28 type = line, line_string 1 29 29 lvname = x_p_subex_exc1 1 30 30 co = 30 1 31 31 1 32 32 /* For use with sidewalks */ 1 33 33 Existing Suitable Material 1 34 34 soil type = SidewalkExc 1 35 35 roadway exc mult factor = 1.00 1 36 36 subsoil exc mult factor = 1.00 1 37 37 fill mult factor = 1.00 1 38 38 type = line, line_string 1 39 39 lvname = x_p_sidewalk_exc 1 40 40 co = 31 1 41 41 1 42 42 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 43 43 Existing Suitable Material 1 44 44 soil type = MseWallExc 1 45 45 roadway exc mult factor = 1.00 1 46 46 subsoil exc mult factor = 1.00 1 47 47 fill mult factor = 1.00 1 48 48 type = line, line_string 1 49 49 lvname = x_p_mse_wall_exc 1 50 50 co = 32 1 51 51 1 52 52 /* For use with subex types 1 and 2 */ 1 53 53 Existing Unsuitable Material 1 54 54 soil type = Subexcavation 1 55 55 roadway exc mult factor = 1.00 1 56 56 subsoil exc mult factor = 1.00 1 57 57 fill mult factor = 1.00 1 58 58 type = line, line_string 1 59 59 lvname = x_p_subex_exc2 1 60 60 co = 20 1 61 61 1 62 62 /* For use with all Concrete Retaining Walls */ 1 63 63 Existing Unsuitable Material 1 64 64 soil type = ConcWallStrucExc 1 65 65 roadway exc mult factor = 1.00 1 66 66 subsoil exc mult factor = 1.00 1 67 67 fill mult factor = 1.00

1 68 68 type = line, line_string 1 69 69 lvname = x_p_conc_wall_str_exc 1 70 70 co = 21 1 71 71 1 72 72 /* For use with REHAB typicals */ 1 73 73 Existing Unsuitable Material 1 74 74 soil type = ColdRecycle 1 75 75 roadway exc mult factor = 1.00 1 76 76 subsoil exc mult factor = 1.00 1 77 77 fill mult factor = 1.00 1 78 78 type = line, line_string 1 79 79 lvname = x_p_milling_exc 1 80 80 co = 22 1 81 81 1 82 82 /* For use with Existing Features typicals */ 1 83 83 Existing Unsuitable Material 1 84 84 soil type = ExistPavement 1 85 85 roadway exc mult factor = 1.00 1 86 86 subsoil exc mult factor = 1.00 1 87 87 fill mult factor = 1.00 1 88 88 type = line, line_string 1 89 89 lvname = x_e_pave_surface 1 90 90 co = 1 1 91 91 1 92 92 /* For use with Existing Features typicals (.x30 criteria)*/ 1 93 93 Existing Unsuitable Material 1 94 94 soil type = ExistPavementLayer2 1 95 95 roadway exc mult factor = 1.00 1 96 96 subsoil exc mult factor = 1.00 1 97 97 fill mult factor = 1.00 1 98 98 type = line, line_string 1 99 99 lvname = x_e_pave_surface2 1 100 100 co = 2 1 101 101 1 102 102 /* For use with Existing Features typicals (.x30 criteria)*/ 1 103 103 Existing Unsuitable Material 1 104 104 soil type = ExistGravel 1 105 105 roadway exc mult factor = 1.00 1 106 106 subsoil exc mult factor = 1.00 1 107 107 fill mult factor = 1.00 1 108 108 type = line, line_string 1 109 109 lvname = x_e_gravel_surface 1 110 110 co = 3 1 111 111 1 112 112 Existing Unsuitable Material 1 113 113 soil type = Topsoil 1 114 114 roadway exc mult factor = 0.000001 1 115 115 subsoil exc mult factor = 0.000001 1 116 116 fill mult factor = 0.000001 1 117 117 type = line, line_string 1 118 118 lvname = x_e_topsoil_layer 1 119 119 co = 23 1 120 120 1 121 121 /* For use with soil nail wall (.x30 criteria)*/ 1 122 122 Existing Unsuitable Material 1 123 123 soil type = SnWallStrExc 1 124 124 roadway exc mult factor = 1.00 1 125 125 subsoil exc mult factor = 1.00 1 126 126 fill mult factor = 1.00 1 127 127 type = line, line_string 1 128 128 lvname = x_p_sn_wall_str_exc 1 129 129 co = 57 1 130 130 1 131 131 /* For use with rockery wall (.x30 criteria)*/ 1 132 132 Existing Unsuitable Material 1 133 133 soil type = RockeryWallStrExc 1 134 134 roadway exc mult factor = 1.00 1 135 135 subsoil exc mult factor = 1.00 1 136 136 fill mult factor = 1.00 1 137 137 type = line, line_string 1 138 138 lvname = x_p_rk_wall_str_exc

1 139 139 co = 88 1 140 140 1 141 141 /* For use with guardwall (.x30 criteria)*/ 1 142 142 Existing Unsuitable Material 1 143 143 soil type = GuardwallStrucExc 1 144 144 roadway exc mult factor = 1.00 1 145 145 subsoil exc mult factor = 1.00 1 146 146 fill mult factor = 1.00 1 147 147 type = line, line_string 1 148 148 lvname = x_p_gd_wall_str_exc 1 149 149 co = 90 1 150 150 1 151 151 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 152 152 Existing Suitable Material 1 153 153 soil type = GfmseWallExc 1 154 154 roadway exc mult factor = 1.00 1 155 155 subsoil exc mult factor = 1.00 1 156 156 fill mult factor = 1.00 1 157 157 type = line, line_string 1 158 158 lvname = x_p_gfmse_wall_excav 1 159 159 co = 208 1 160 160 1 161 161 1 162 162 1 163 163 1 164 164 /* color 15 is used for the concrete footing for Prop_Cut_Wall1 and */ 1 165 165 /* color 15,0 are used for the stem for Prop_Cut_Wall1 */ 1 166 166 /* color 0 are used for the "face" of the wall for 3D models */ 1 167 167 /* color 0 is used for the Curb Surface Symbology */ 1 168 168 1 169 169 Proposed Finish Grade 1 170 170 soil type = RdwyExc 1 171 171 roadway exc mult factor = 1.00 1 172 172 subsoil exc mult factor = 1.00 1 173 173 fill mult factor = 1.00 1 174 174 type = line, line_string 1 175 175 lvname = x_p_cutslope 1 176 176 lvname = x_p_ditchslope 1 177 177 lvname = x_p_fillslope 1 178 178 lvname = x_p_foreslope 1 179 179 lvname = x_p_pave_layer_top 1 180 180 lvname = x_p_pave_layer_top_curb3_c 1 181 181 lvname = x_p_pave_layer_top_curb3_e 1 182 182 lvname = x_p_conc_wall_below 1 183 183 lvname = x_p_conc_wall_above 1 184 184 lvname = x_p_conc_wall_gutter 1 185 185 lvname = x_p_conc_wall_front 1 186 186 lvname = x_p_curb_top 1 187 187 lvname = x_p_curb_bottom 1 188 188 lvname = x_p_curb3_top 1 189 189 lvname = x_p_curb3_back_c 1 190 190 lvname = x_p_curb3_back_e 1 191 191 lvname = x_p_curb3_face 1 192 192 lvname = x_p_curb3_under_c 1 193 193 lvname = x_p_curb3_under_e 1 194 194 lvname = x_p_parkway_top 1 195 195 lvname = x_p_sidewalk_layer_top 1 196 196 lvname = x_p_sn_wall_face 1 197 197 lvname = x_p_sn_wall_top 1 198 198 lvname = x_p_rk_wall_face 1 199 199 lvname = x_p_rk_wall_top 1 200 200 lvname = x_p_gd_wall_above 1 201 201 lvname = x_p_gd_wall_below 1 202 202 lvname = x_p_conc_median_top 1 203 203 lvname = x_p_conc_median_bottom 1 204 204 lvname = x_p_mse_wall_front 1 205 205 lvname = x_p_mse_wall_veneer 1 206 206 lvname = x_p_wall_top 1 207 207 lvname = x_p_gfmse_wall_pfg 1 208 208 lvname = x_p_rk_wall_tier 1 209 209 /* lvname = x_p_gfmse_wall_embedment_slope */

1 210 210 1 211 211 1 212 212 /* co = 0,1,15,29,40,42,43,44,49,51,52,54,82,128,178,229,233,234,235,236,247 */ 1 213 213 1 214 214 Proposed Undercut 1 215 215 soil type = Topsoil 1 216 216 roadway exc mult factor = 0.000001 1 217 217 subsoil exc mult factor = 0.000001 1 218 218 fill mult factor = 0.000001 1 219 219 type = line, line_string 1 220 220 lvname=x_p_topsoil_backfill 1 221 221 co = 20 1 222 222 1 223 223 Proposed Undercut 1 224 224 soil type = Layer1 1 225 225 roadway exc mult factor = 0.000001 1 226 226 subsoil exc mult factor = 0.000001 1 227 227 fill mult factor = 0.000001 1 228 228 type = line, line_string 1 229 229 lvname = x_p_pave_layer_1 1 230 230 co = 22 1 231 231 1 232 232 Proposed Undercut 1 233 233 soil type = Layer2 1 234 234 roadway exc mult factor = 0.000001 1 235 235 subsoil exc mult factor = 0.000001 1 236 236 fill mult factor = 0.000001 1 237 237 type = line, line_string 1 238 238 lvname = x_p_pave_layer_2 1 239 239 co = 23 1 240 240 1 241 241 Proposed Undercut 1 242 242 soil type = Layer3 1 243 243 roadway exc mult factor = 0.000001 1 244 244 subsoil exc mult factor = 0.000001 1 245 245 fill mult factor = 0.000001 1 246 246 type = line, line_string 1 247 247 lvname = x_p_pave_layer_3 1 248 248 co = 24 1 249 249 1 250 250 Proposed Undercut 1 251 251 soil type = Layer4 1 252 252 roadway exc mult factor = 0.000001 1 253 253 subsoil exc mult factor = 0.000001 1 254 254 fill mult factor = 0.000001 1 255 255 type = line, line_string 1 256 256 lvname = x_p_pave_layer_4 1 257 257 co = 25 1 258 258 1 259 259 Proposed Undercut 1 260 260 soil type = Layer5 1 261 261 roadway exc mult factor = 0.000001 1 262 262 subsoil exc mult factor = 0.000001 1 263 263 fill mult factor = 0.000001 1 264 264 type = line, line_string 1 265 265 lvname = x_p_pave_layer_5 1 266 266 co = 26 1 267 267 1 268 268 /* For use with x20 sidewalks */ 1 269 269 Proposed Undercut 1 270 270 soil type = SidewalkLayer1 1 271 271 roadway exc mult factor = 0.000001 1 272 272 subsoil exc mult factor = 0.000001 1 273 273 fill mult factor = 0.000001 1 274 274 type = line, line_string 1 275 275 lvname = x_p_sidewalk_layer_1 1 276 276 co = 35 1 277 277 1 278 278 /* For use with x20 sidewalks */ 1 279 279 Proposed Undercut

1 280 280 soil type = SidewalkLayer2 1 281 281 roadway exc mult factor = 0.000001 1 282 282 subsoil exc mult factor = 0.000001 1 283 283 fill mult factor = 0.000001 1 284 284 type = line, line_string 1 285 285 lvname = x_p_sidewalk_layer_2 1 286 286 co = 36 1 287 287 1 288 288 /* For use with x20 sidewalks */ 1 289 289 Proposed Undercut 1 290 290 soil type = SidewalkLayer3 1 291 291 roadway exc mult factor = 0.000001 1 292 292 subsoil exc mult factor = 0.000001 1 293 293 fill mult factor = 0.000001 1 294 294 type = line, line_string 1 295 295 lvname = x_p_sidewalk_layer_3 1 296 296 co = 37 1 297 297 1 298 298 /* For use with x20 sidewalks */ 1 299 299 Proposed Undercut 1 300 300 soil type = SidewalkLayer4 1 301 301 roadway exc mult factor = 0.000001 1 302 302 subsoil exc mult factor = 0.000001 1 303 303 fill mult factor = 0.000001 1 304 304 type = line, line_string 1 305 305 lvname = x_p_sidewalk_layer_4 1 306 306 co = 38 1 307 307 1 308 308 /* For use with x20 subex criteria */ 1 309 309 Proposed Undercut 1 310 310 soil type = SubExBackfill 1 311 311 roadway exc mult factor = 0.000001 1 312 312 subsoil exc mult factor = 0.000001 1 313 313 fill mult factor = 0.00001 1 314 314 type = line, line_string 1 315 315 lvname = x_p_subex_backfill1 1 316 316 co = 40 1 317 317 1 318 318 /* For use with subex type 2 */ 1 319 319 Proposed Undercut 1 320 320 soil type = RdwyExc 1 321 321 roadway exc mult factor = 0.000001 1 322 322 subsoil exc mult factor = 0.000001 1 323 323 fill mult factor = 0.00001 1 324 324 type = line, line_string 1 325 325 lvname = x_p_subex_backfill2 1 326 326 co = 41 1 327 327 1 328 328 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 329 329 Proposed Undercut 1 330 330 soil type = SelectWallBackfill 1 331 331 roadway exc mult factor = 0.000001 1 332 332 subsoil exc mult factor = 0.000001 1 333 333 fill mult factor = 0.00001 1 334 334 type = line, line_string 1 335 335 lvname = x_p_mse_wall_backfill1 1 336 336 co = 51 1 337 337 1 338 338 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 339 339 Proposed Undercut 1 340 340 soil type = SelectWallBackfill 1 341 341 roadway exc mult factor = 0.000001 1 342 342 subsoil exc mult factor = 0.000001 1 343 343 fill mult factor = 0.00001 1 344 344 type = line, line_string 1 345 345 lvname = x_p_mse_wall_backfill2 1 346 346 co = 52 1 347 347 1 348 348 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 349 349 Proposed Undercut 1 350 350 soil type = GranularBackfill

1 351 351 roadway exc mult factor = 0.000001 1 352 352 subsoil exc mult factor = 0.000001 1 353 353 fill mult factor = 0.00001 1 354 354 type = line, line_string 1 355 355 lvname = x_p_mse_wall_backfill3 1 356 356 co = 53 1 357 357 1 358 358 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 359 359 Proposed Undercut 1 360 360 soil type = LevelingPad 1 361 361 roadway exc mult factor = 0.000001 1 362 362 subsoil exc mult factor = 0.000001 1 363 363 fill mult factor = 0.00001 1 364 364 type = line, line_string 1 365 365 lvname = x_p_mse_wall_backfill4 1 366 366 co = 56 1 367 367 1 368 368 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 369 369 Proposed Undercut 1 370 370 soil type = RdwyExc 1 371 371 roadway exc mult factor = 0.000001 1 372 372 subsoil exc mult factor = 0.000001 1 373 373 fill mult factor = 0.00001 1 374 374 type = line, line_string 1 375 375 lvname = x_p_mse_wall_backfill5 1 376 376 co = 57 1 377 377 1 378 378 /* For use with all Concrete Retaining Walls */ 1 379 379 Proposed Undercut 1 380 380 soil type = Pervious 1 381 381 roadway exc mult factor = 0.000001 1 382 382 subsoil exc mult factor = 0.000001 1 383 383 fill mult factor = 0.00001 1 384 384 type = line, line_string 1 385 385 lvname = x_p_conc_wall_backfill 1 386 386 co = 54 1 387 387 1 388 388 /* For use with all Concrete Retaining Walls */ 1 389 389 Proposed Undercut 1 390 390 soil type = FoundationFill 1 391 391 roadway exc mult factor = 0.000001 1 392 392 subsoil exc mult factor = 0.000001 1 393 393 fill mult factor = 0.00001 1 394 394 type = line, line_string 1 395 395 lvname = x_p_conc_wall_foundation 1 396 396 co = 58 1 397 397 1 398 398 /* For use with CFL Parapet Wall */ 1 399 399 Proposed Undercut 1 400 400 soil type = SelectWallBackfill 1 401 401 roadway exc mult factor = 0.000001 1 402 402 subsoil exc mult factor = 0.000001 1 403 403 fill mult factor = 0.00001 1 404 404 type = line, line_string 1 405 405 lvname = x_p_conc_wall_backfill2 1 406 406 co = 52 1 407 407 1 408 408 /* For use with all Parapet Walls */ 1 409 409 Proposed Undercut 1 410 410 soil type = Pervious /* CFL - Use - WallBackfill */ 1 411 411 roadway exc mult factor = 0.000001 1 412 412 subsoil exc mult factor = 0.000001 1 413 413 fill mult factor = 0.00001 1 414 414 type = line, line_string 1 415 415 lvname = x_p_conc_wall_backfill 1 416 416 co = 56 1 417 417 1 418 418 1 419 419 /* For use with REHAB typicals */ 1 420 420 Proposed Undercut 1 421 421 soil type = ColdRecycle

1 422 422 roadway exc mult factor = 0.00001 1 423 423 subsoil exc mult factor = 0.00001 1 424 424 fill mult factor = 0.00001 1 425 425 type = line, line_string 1 426 426 lvname = x_p_milling_backfill 1 427 427 co = 57 1 428 428 1 429 429 /* For use with REHAB typicals */ 1 430 430 Proposed Undercut 1 431 431 soil type = PavedShoulder 1 432 432 roadway exc mult factor = 0.00001 1 433 433 subsoil exc mult factor = 0.00001 1 434 434 fill mult factor = 0.00001 1 435 435 type = line, line_string 1 436 436 lvname = x_p_pave_shd_backfill 1 437 437 co = 58 1 438 438 1 439 439 /* For use with REHAB typicals */ 1 440 440 Proposed Undercut 1 441 441 soil type = PreLevel 1 442 442 roadway exc mult factor = 0.00001 1 443 443 subsoil exc mult factor = 0.00001 1 444 444 fill mult factor = 0.00001 1 445 445 type = line, line_string 1 446 446 lvname = x_p_rehab_prelevel 1 447 447 co = 59 1 448 448 1 449 449 /* For use with CFL Type 3 curb special aggregate shoulder backfill (.x30 criteria)*/ 1 450 450 Proposed Undercut 1 451 451 soil type = ShoulderBackfill 1 452 452 roadway exc mult factor = 0.00001 1 453 453 subsoil exc mult factor = 0.00001 1 454 454 fill mult factor = 0.00001 1 455 455 type = line, line_string 1 456 456 lvname = x_p_shoulder_backfill 1 457 457 co = 72 1 458 458 1 459 459 /* For use with CFL paved ditches (.x30 criteria)*/ 1 460 460 Proposed Undercut 1 461 461 soil type = PavedDitchBackfill 1 462 462 roadway exc mult factor = 0.00001 1 463 463 subsoil exc mult factor = 0.00001 1 464 464 fill mult factor = 0.00001 1 465 465 type = line, line_string 1 466 466 lvname = x_p_pave_ditch_layer_1 1 467 467 co = 27 1 468 468 1 469 469 /* For use with soil nail wall (.x30 criteria)*/ 1 470 470 Proposed Undercut 1 471 471 soil type = BackfillMaterial 1 472 472 roadway exc mult factor = 0.000001 1 473 473 subsoil exc mult factor = 0.000001 1 474 474 fill mult factor = 0.00001 1 475 475 type = line, line_string 1 476 476 lvname = x_p_sn_wall_backfill 1 477 477 co = 55,175 1 478 478 1 479 479 /* For use with soil nail wall (.x30 criteria)*/ 1 480 480 Proposed Undercut 1 481 481 soil type = Concrete 1 482 482 roadway exc mult factor = 0.000001 1 483 483 subsoil exc mult factor = 0.000001 1 484 484 fill mult factor = 0.00001 1 485 485 type = line, line_string 1 486 486 lvname = x_p_sn_wall_back 1 487 487 co = 53 1 488 488 1 489 489 /* For use with soil nail wall (.x30 criteria)*/ 1 490 490 Proposed Undercut 1 491 491 soil type = BackfillMaterial

1 492 492 roadway exc mult factor = 0.000001 1 493 493 subsoil exc mult factor = 0.000001 1 494 494 fill mult factor = 0.00001 1 495 495 type = line, line_string 1 496 496 lvname = x_p_sn_wall_curb_backfill 1 497 497 co = 16,175 1 498 498 1 499 499 /* For use with soil nail wall (.x30 criteria)*/ 1 500 500 Proposed Undercut 1 501 501 soil type = SNFoundationFill 1 502 502 roadway exc mult factor = 0.000001 1 503 503 subsoil exc mult factor = 0.000001 1 504 504 fill mult factor = 0.00001 1 505 505 type = line, line_string 1 506 506 lvname = x_p_sn_foundation_backfill 1 507 507 co = 58 1 508 508 1 509 509 /* For use with rockery wall (.x30 criteria)*/ 1 510 510 Proposed Undercut 1 511 511 soil type = WallBackfill 1 512 512 roadway exc mult factor = 0.000001 1 513 513 subsoil exc mult factor = 0.000001 1 514 514 fill mult factor = 0.00001 1 515 515 type = line, line_string 1 516 516 lvname = x_p_rk_wall_backfill 1 517 517 co = 55,175 1 518 518 1 519 519 /* For use with rockery wall (.x30 criteria)*/ 1 520 520 Proposed Undercut 1 521 521 soil type = Rock 1 522 522 roadway exc mult factor = 0.000001 1 523 523 subsoil exc mult factor = 0.000001 1 524 524 fill mult factor = 0.00001 1 525 525 type = line, line_string 1 526 526 lvname = x_p_rk_wall_back 1 527 527 co = 45 1 528 528 1 529 529 /* For use with rockery wall (.x30 criteria)*/ 1 530 530 Proposed Undercut 1 531 531 soil type = FoundationFill 1 532 532 roadway exc mult factor = 0.000001 1 533 533 subsoil exc mult factor = 0.000001 1 534 534 fill mult factor = 0.00001 1 535 535 type = line, line_string 1 536 536 lvname = x_p_rk_foundation_backfill 1 537 537 co = 58 1 538 538 1 539 539 /* For use with Rockery Wall, (.x30 criteria)) */ 1 540 540 Proposed Undercut 1 541 541 soil type = GranularRockBd 1 542 542 roadway exc mult factor = 0.000001 1 543 543 subsoil exc mult factor = 0.000001 1 544 544 fill mult factor = 0.00001 1 545 545 Do not include in mass ordinate 1 546 546 type = line, line_string 1 547 547 lvname = x_p_rk_wall_backfill2 1 548 548 co = 52 1 549 549 1 550 550 /* For use with guardwall (.x30 criteria)*/ 1 551 551 Proposed Undercut 1 552 552 soil type = StructuralBackfill 1 553 553 roadway exc mult factor = 0.000001 1 554 554 subsoil exc mult factor = 0.000001 1 555 555 fill mult factor = 0.00001 1 556 556 type = line, line_string 1 557 557 lvname = x_p_gd_wall_backfill1 1 558 558 co = 50 1 559 559 1 560 560 /* For use with guardwall (.x30 criteria)*/ 1 561 561 Proposed Undercut 1 562 562 soil type = BackfillMaterial

1 563 563 roadway exc mult factor = 0.000001 1 564 564 subsoil exc mult factor = 0.000001 1 565 565 fill mult factor = 0.00001 1 566 566 type = line, line_string 1 567 567 lvname = x_p_gd_wall_backfill2 1 568 568 co = 55 1 569 569 1 570 570 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 571 571 Proposed Undercut 1 572 572 soil type = GabionRock 1 573 573 roadway exc mult factor = 0.000001 1 574 574 subsoil exc mult factor = 0.000001 1 575 575 fill mult factor = 0.00001 1 576 576 type = line, line_string 1 577 577 lvname = x_p_gfmse_wall_gabion 1 578 578 co = 78 1 579 579 1 580 580 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 581 581 Proposed Undercut 1 582 582 soil type = SelectWallBackfill 1 583 583 roadway exc mult factor = 0.000001 1 584 584 subsoil exc mult factor = 0.000001 1 585 585 fill mult factor = 0.00001 1 586 586 type = line, line_string 1 587 587 lvname = x_p_gfmse_wall_backfill1 1 588 588 co = 6 1 589 589 1 590 590 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 591 591 Proposed Undercut 1 592 592 soil type = GranularBackfill 1 593 593 roadway exc mult factor = 0.000001 1 594 594 subsoil exc mult factor = 0.000001 1 595 595 fill mult factor = 0.00001 1 596 596 type = line, line_string 1 597 597 lvname = x_p_gfmse_wall_backfill2 1 598 598 co = 36 1 599 599 1 600 600 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 601 601 Proposed Undercut 1 602 602 soil type = GranularBackfill 1 603 603 roadway exc mult factor = 0.000001 1 604 604 subsoil exc mult factor = 0.000001 1 605 605 fill mult factor = 0.00001 1 606 606 type = line, line_string 1 607 607 lvname = x_p_gfmse_wall_embedment_slope 1 608 608 lvname = x_p_gfmse_wall_backfill3 1 609 609 co = 16,100 1 610 610 1 611 611 /* For use with Prop_SMSE_Wall (mse wall facing, (.x30 criteria)) */ 1 612 612 Proposed Undercut 1 613 613 soil type = WallFacing 1 614 614 roadway exc mult factor = 0.000001 1 615 615 subsoil exc mult factor = 0.000001 1 616 616 fill mult factor = 0.00001 1 617 617 Do not include in mass ordinate 1 618 618 type = line, line_string 1 619 619 lvname = x_p_mse_wall_facing 1 620 620 1 621 621 /* For use with all walls with Foundation Fill adhoc, (.x30 criteria)) */ 1 622 622 Proposed Undercut 1 623 623 soil type = FoundationFill 1 624 624 roadway exc mult factor = 0.000001 1 625 625 subsoil exc mult factor = 0.000001 1 626 626 fill mult factor = 0.00001 1 627 627 Do not include in mass ordinate 1 628 628 type = line, line_string 1 629 629 lvname = x_p_mse_wall_foundation 1 630 630 co = 58 1 631 631 1 632 632 Excavation Limits 1 633 633 type = line

1 634 634 lvname = x_p_exc_limit 1 635 635 co = 0 1 636 636 1 637 637 1 638 638 Skip Areas 1 639 639 from 203+34 R 1 to 203+70 R 1 1 640 640 1 641 641 1 642 642 1 643 643 Write Earthwork Shapes 1 644 644 plot param 1 645 645 lvname = x_ew_shapes 1 646 646 co = 0 1 647 647 wt = 0 1 648 648 lc = 0 1 649 649 Stratify Shape Color 1 650 650 1 651 651 Combine common exc + subgrade exc 1 652 652 1 653 653 Add Accumulated Unadjusted Volume Column 1 654 654 1 655 655 End Area Decimal Places = 2 1 656 656 1 657 657 1 658 658 1 659 659 /************ The following code creates a column based ASCII file for importing 1 660 660 /************ into an Excel spreadsheet initially created by S. Pratt 3/24/2006 1 661 661 /************ The name of this file is ^WFL_earthwork.xls^ and can be found on 1 662 662 /************ under the WFL server X:\V8i_Resource\X_30\Standards\Bin 1 663 663 /************ Instructions for using the spreadsheet can be found on it's 1st tab 1 664 664 /************ The syntax and spreadsheet is used for creating SUBTOTALS of various *************/ 1 665 665 /************ volumes for placement at the bottom of Plan/Profile sheets.

1 666 666 /************ The code below is WFL specific. FOR .X30 CRITERIA USAGE!

1 667 667 /************ The file that gets created is named ^earthwork.txt^ 1 668 668 1 669 669 1 670 670 1 671 671 write column base ascii file = ERFO33-MP51_EARTHWORK.txt 1 672 672 1 673 673 column 2 formula = abs( ["RdwyExc", Common Exc, Unadjusted Volumes] + 1 674 674 ["RdwyExc", Subgrade Exc, Unadjusted Volumes] ) 1 675 675 column 2 number of decimal place = 2 1 676 676 column 2 total length = 10 1 677 677 1 678 678 column 3 formula = abs( ["RdwyExc", Fill, Unadjusted Volumes] ) 1 679 679 column 3 number of decimal place = 2 1 680 680 column 3 total length = 10 1 681 681 1 682 682 column 4 formula = abs( ["Subexcavation", Common Exc, Unadjusted Volumes] + 1 683 683 ["Subexcavation", Subgrade Exc, Unadjusted Volumes] + 1 684 684 ["Subexcavation", Subsoil Exc, Unadjusted Volumes] ) 1 685 685 column 4 number of decimal place = 2 1 686 686 column 4 total length = 10 1 687 687

1 688 688 column 5 formula = abs( ["SubExBackfill", Fill, Unadjusted Volumes] ) 1 689 689 column 5 number of decimal place = 2 1 690 690 column 5 total length = 10 1 691 691 1 692 692 column 6 formula = abs( ["Topsoil", Common Exc, Unadjusted Volumes] + 1 693 693 ["Topsoil", Subgrade Exc, Unadjusted Volumes] + 1 694 694 ["Topsoil", Subsoil Exc, Unadjusted Volumes] ) 1 695 695 column 6 number of decimal place = 2 1 696 696 column 6 total length = 10 1 697 697 1 698 698 Process Earthwork for Baseline = CHN3351 1 699 699 job number = 1 1 700 700 1 701 701 beg sta = 202+30 R 1 1 702 702 end sta = 207+00 R 1

0 0 703 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = CHN3351

COMPUTING EARTHWORKS FOR JOB = 1

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.)

202+33.00 RDWYEXC

Excavation 41.52 0 0 1.10 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 14.81 0 0 1.00 0 0

SUBEXCAVATION

Excavation 118.75 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 0 0 Mass ordinate for SUBEXCAVATION = 0

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 135.75 0 0 0.00 0 0

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 41.52 0 0 0.00 0 0

202+60.00 RDWYEXC

Excavation 35.15 38 42 1.10 38 Subsoil Exc 0.00 0 0 1.00 0 Fill 27.33 21 21 1.00 21 21

SUBEXCAVATION

Excavation 121.89 120 120 1.00 120 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 21 0 Mass ordinate for SUBEXCAVATION = 120

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 135.75 136 0 0.00 21 136

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 35.15 38 0 0.00 21 38

202+85.00 RDWYEXC

Excavation 44.30 37 40 1.10 75 Subsoil Exc 0.00 0 0 1.00 0 Fill 82.88 51 51 1.00 10 72

SUBEXCAVATION

Excavation 115.02 110 110 1.00 230 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 10 0 Mass ordinate for SUBEXCAVATION = 230

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 155.61 135 0 0.00 10 271

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 44.30 37 0 0.00 10 75

203+10.00 RDWYEXC

Excavation 28.90 34 37 1.10 109 Subsoil Exc 0.00 0 0 1.00 0 Fill 61.13 67 67 1.00 -20 139

SUBEXCAVATION

Excavation 182.95 138 138 1.00 368 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -20 0 Mass ordinate for SUBEXCAVATION = 368

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 168.25 150 0 0.00 -20 421

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 28.90 34 0 0.00 -20 109

203+32.00 RDWYEXC

Excavation 77.55 44 48 1.10 153 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 25 25 1.00 3 164

SUBEXCAVATION

Excavation 179.25 148 148 1.00 516 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 3 0 Mass ordinate for SUBEXCAVATION = 516

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 179.25 142 0 0.00 3 563

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 0.00 12 0 0.00 3 121

SKIP STATION RANGE = 203+34.00 to 203+70.00

203+74.00 RDWYEXC

Excavation 34.14 13 14 1.10 166 Subsoil Exc 0.00 0 0 1.00 0 Fill 75.55 8 8 1.00 9 172

SUBEXCAVATION

Excavation 135.75 35 35 1.00 551 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 9 0 Mass ordinate for SUBEXCAVATION = 551

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 135.75 35 0 0.00 9 598

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 33.59 4 0 0.00 9 125

204+00.00 RDWYEXC

Excavation 42.24 37 40 1.10 203 Subsoil Exc 0.00 0 0 1.00 0 Fill 22.69 47 47 1.00 2 219

SUBEXCAVATION

Excavation 83.40 106 106 1.00 657 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 2 0 Mass ordinate for SUBEXCAVATION = 657

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 135.75 131 0 0.00 2 729

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.60 35 0 0.00 2 160

204+25.00 RDWYEXC

Excavation 41.15 39 42 1.10 242 Subsoil Exc 0.00 0 0 1.00 0 Fill 20.28 20 20 1.00 24 239

SUBEXCAVATION

Excavation 76.77 74 74 1.00 731 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 24 0 Mass ordinate for SUBEXCAVATION = 731

SUBEXBACKFILL

Fill 135.75 126 0 0.00 24 855

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 36.07 35 0 0.00 24 195

204+50.00 RDWYEXC

Excavation 41.64 39 42 1.10 281 Subsoil Exc 0.00 0 0 1.00 0 Fill 67.99 41 41 1.00 25 280

SUBEXCAVATION

Excavation 203.74 130 130 1.00 861 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 25 0 Mass ordinate for SUBEXCAVATION = 861

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 135.75 126 0 0.00 25 981

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 40.78 36 0 0.00 25 231

205+05.00 RDWYEXC

Excavation 38.39 81 90 1.10 362 Subsoil Exc 0.00 0 0 1.00 0 Fill 178.73 251 251 1.00 -136 531

SUBEXCAVATION

Excavation 135.75 346 346 1.00 1207 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -136 0 Mass ordinate for SUBEXCAVATION = 1207

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 135.75 277 0 0.00 -136 1258

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 36.82 79 0 0.00 -136 310

205+25.00 RDWYEXC

Excavation 47.03 31 34 1.10 393 Subsoil Exc 0.00 0 0 1.00 0 Fill 310.95 181 181 1.00 -283 712

SUBEXCAVATION

Excavation 135.75 101 101 1.00 1308 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -283 0 Mass ordinate for SUBEXCAVATION = 1308

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.13 1 0 0.00 -283 1

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 6.49 2 0 0.00 -283 2

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 135.75 101 0 0.00 -283 1359

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 36.89 27 0 0.00 -283 337

205+50.00 RDWYEXC

Excavation 24.04 33 36 1.10 426

Subsoil Exc 0.00 0 0 1.00 0 Fill 527.69 388 388 1.00 -635 1100

SUBEXCAVATION

Excavation 79.63 100 100 1.00 1408 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -635 0 Mass ordinate for SUBEXCAVATION = 1408

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.13 3 0 0.00 -635 4

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.38 5 0 0.00 -635 7

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 135.75 126 0 0.00 -635 1485

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 18.59 26 0 0.00 -635 363

206+00.00 RDWYEXC

Excavation 28.24 48 53 1.10 474 Subsoil Exc 0.00 0 0 1.00 0 Fill 583.15 1029 1029 1.00 -1611 2129

SUBEXCAVATION

Excavation 92.21 159 159 1.00 1567 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -1611 0 Mass ordinate for SUBEXCAVATION = 1567

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.13 6 0 0.00 -1611 10

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.38 6 0 0.00 -1611 13

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 135.75 251 0 0.00 -1611 1736

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 26.44 42 0 0.00 -1611 405

206+50.00 RDWYEXC

Excavation 41.62 64 71 1.10 538 Subsoil Exc 0.00 0 0 1.00 0 Fill 402.87 913 913 1.00 -2453 3042

SUBEXCAVATION

Excavation 83.58 163 163 1.00 1730 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -2453 0 Mass ordinate for SUBEXCAVATION = 1730

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.13 6 0 0.00 -2453 16

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.38 6 0 0.00 -2453 19

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0

Fill 135.75 251 0 0.00 -2453 1987

GRANULARBACKFILL

Subsoil Exc 0.00 0 0 0.00 0 Fill 34.32 56 0 0.00 -2453 461

206+72.00 RDWYEXC

Excavation 53.74 38 43 1.10 576 Subsoil Exc 0.00 0 0 1.00 0 Fill 230.72 258 258 1.00 -2668 3300

SUBEXCAVATION

Excavation 111.88 80 80 1.00 1810 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -2668 0 Mass ordinate for SUBEXCAVATION = 1810

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.13 3 0 0.00 -2668 19

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.38 3 0 0.00 -2668 22

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 135.75 111 0 0.00 -2668 2098

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 40.53 30 0 0.00 -2668 491

206+75.00 RDWYEXC

Excavation 12.06 4 4 1.10 580 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.37 13 13 1.00 -2677 3313

SUBEXCAVATION

Excavation 0.00 6 6 1.00 1816 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -2677 0 Mass ordinate for SUBEXCAVATION = 1816

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.13 0 0 0.00 -2677 19

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.38 0 0 0.00 -2677 22

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 0.00 8 0 0.00 -2677 2106

GRANULARBACKFILL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 0.00 2 0 0.00 -2677 493

207+00.00 RDWYEXC

Excavation 13.27 11 13 1.10 591 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -2664 3313

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 2.97 3 0 0.00 -2664 22

LAYER2

Excavation 0.00 0 0 0.00 0

Fill 3.38 3 0 0.00 -2664 25

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 591 649 1.10 Subsoil Exc 0 0 1.00 Fill 3313 3313 1.00 SUBEXCAVATION Structural Excavation (riprap Excavation 1816 1816 1.00 Subsoil Exc 0 0 1.00 Fill 0 0 1.00 LAYER1 Roadway Aggregate Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 22 0 0.00 LAYER2 Roadway Aggregate Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 25 0 0.00 SUBEXBACKFILL Class 7 Riprap Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 2106 0 0.00 GRANULARBACKFILL Conserved Streambed Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 493 0 0.00

Class 7 Riprap = 2106 cuyds Conserved Streambed = 493 cuyds Roadway Aggregate = 22+25 = 47 cuyds Unclassified Borrow (required) = 3313 – 1816 = 1497 cuyds Note: 98 cuyds of excess roadway excavation was excluded from unclassified borrow calculations to account for earthwork overlap calculations from software.