Final_XS_MP63_Detour_EARTHWORK.pdf

File: c:\pw‐work\d0355424\Final_XS_Detour_EARTHWORK.log 2/1/2019, 2:26:02 PM

Input File:

pw:\Alaska\DENA_Denali_Park_Road\AK_NPS_DENA_10(46)\Development\CADD\Design\Design ‐ West District Culvert MP 63\Final_XS_Detour_EARTHWORK.inp Output File: Final_XS_Detour_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 = 0.03 1 9 9 1 10 10 xs dgn = Final_XS_Detour_MP63.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, line_string 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

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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, line_string 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

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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, line_string 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, line_string 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, line_string 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, line_string 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

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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, line_string 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

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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, line_string 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 = Layer1 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, line_string 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 = Layer2 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, line_string 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, line_string 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, line_string

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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, line_string 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, line_string 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, line_string 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, line_string 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, line_string 1 304 304 lvname = x_p_sidewalk_layer_4 1 305 305 co = 38 1 306 306

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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

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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

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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

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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

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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

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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

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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 Excavation Limits 1 632 632 type = line 1 633 633 lvname = x_p_exc_limit 1 634 634 co = 0 1 635 635 1 636 636 1 637 637 /* Skip Areas 1 638 638 from 608+20 R 1 to 610+00.00 R 1 */ 1 639 639 1 640 640 1 641 641 1 642 642 Write Earthwork Shapes 1 643 643 plot param 1 644 644 lvname = x_ew_shapes 1 645 645 co = 0 1 646 646 wt = 0 1 647 647 lc = 0 1 648 648 Stratify Shape Color 1 649 649 1 650 650 Combine common exc + subgrade exc 1 651 651 1 652 652 Add Accumulated Unadjusted Volume Column 1 653 653 1 654 654 End Area Decimal Places = 2 1 655 655 1 656 656 1 657 657 1 658 658 /************ The following code creates a column based ASCII file for importing **************/ 1 659 659 /************ into an Excel spreadsheet initially created by S. Pratt 3/24/2006 **************/ 1 660 660 /************ The name of this file is ^WFL_earthwork.xls^ and can be found on **************/ 1 661 661 /************ under the WFL server X:\V8i_Resource\X_30\Standards\Bin

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1 662 662 /************ Instructions for using the spreadsheet can be found on it's 1st tab **************/ 1 663 663 /************ The syntax and spreadsheet is used for creating SUBTOTALS of various *************/ 1 664 664 /************ volumes for placement at the bottom of Plan/Profile sheets. **************/ 1 665 665 /************ The code below is WFL specific. FOR .X30 CRITERIA USAGE!

1 666 666 /************ The file that gets created is named ^earthwork.txt^ 1 667 667 1 668 668 1 669 669 1 670 670 write column base ascii file = Final_XS_Detour_Earthwork.txt 1 671 671 1 672 672 column 2 formula = abs( ["RdwyExc", Common Exc, Unadjusted Volumes] 1 673 673 ["RdwyExc", Subgrade Exc, Unadjusted Volumes] ) 1 674 674 column 2 number of decimal place = 2 1 675 675 column 2 total length = 10 1 676 676 1 677 677 column 3 formula = abs( ["RdwyExc", Fill, Unadjusted Volumes] ) 1 678 678 column 3 number of decimal place = 2 1 679 679 column 3 total length = 10 1 680 680 1 681 681 column 4 formula = abs( ["Subexcavation", Common Exc, Unadjusted Volumes] + 1 682 682 ["Subexcavation", Subgrade Exc, Unadjusted Volumes] + 1 683 683 ["Subexcavation", Subsoil Exc, Unadjusted Volumes] ) 1 684 684 column 4 number of decimal place = 2 1 685 685 column 4 total length = 10 1 686 686 1 687 687 column 5 formula = abs( ["SubExBackfill", Fill, Unadjusted Volumes] 1 688 688 column 5 number of decimal place = 2 1 689 689 column 5 total length = 10 1 690 690 1 691 691 column 6 formula = abs( ["Topsoil", Common Exc, Unadjusted Volumes] 1 692 692 ["Topsoil", Subgrade Exc, Unadjusted Volumes] + 1 693 693 ["Topsoil", Subsoil Exc, Unadjusted Volumes] ) 1 694 694 column 6 number of decimal place = 2 1 695 695 column 6 total length = 10 1 696 696 1 697 697 Process Earthwork for Baseline = wdc63 1 698 698 job number = 63 1 699 699

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1 700 700 beg sta = 420+00 R 1 1 701 701 end sta = 422+00 R 1

0 0 702 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = WDC63

COMPUTING EARTHWORKS FOR JOB = 63

FORMING LIST OF XSCELLS

BEGINNING EARTHWORKS COMPUTATION

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

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

yd.)

420+00.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 37.35 0 0 1.00 0 0

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.47 0 0 0.00 0 0

420+25.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 95.82 62 62 1.00 ‐62 62

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.09 10 0 0.00 ‐62 10

420+50.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 129.78 104 104 1.00 ‐166 166

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.53 10 0 0.00 ‐166 20

420+71.50 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 193.71 129 129 1.00 ‐295 295

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.53 8 0 0.00 ‐295 28

420+78.50 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 201.89 51 51 1.00 ‐346 346

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.53 3 0 0.00 ‐346 31

Page: 16

420+85.50 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 177.10 49 49 1.00 ‐395 395

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.53 3 0 0.00 ‐395 34

421+05.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 134.08 112 112 1.00 ‐507 507

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.53 8 0 0.00 ‐507 42

421+25.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 113.33 92 92 1.00 ‐599 599

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.53 8 0 0.00 ‐599 50

421+50.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 80.54 90 90 1.00 ‐689 689

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.21 10 0 0.00 ‐689 60

421+75.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 35.71 54 54 1.00 ‐743 743

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.22 10 0 0.00 ‐743 70

422+00.00 RDWYEXC

Excavation 0.47 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 2.60 18 18 1.00 ‐761 761

LAYER3

Excavation 0.00 0 0 0.00 0

Page: 17

Subsoil Exc 0.00 0 0 0.00 0 Fill 4.56 7 0 0.00 ‐761 77

Page: 18

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 0 0 1.00 Subsoil Exc 0 0 1.00 Embankment Fill 761 761 1.00

LAYER3

Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Surfacing Aggregate Fill 77 0 0.00

Page: 19