Eearthwork_EMPBYP01.pdf

EARTHWORK LOG

for

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT

MT NPS YELL 11(2)

NORTH ENTRANCE

EMPLOYEE BYPASS ROAD

(EMPBYP01)

Station 100+60.00 to 104+30

File: c:\pw‐work\d0437239\Eearthwork_EMPBYP01.log 10/21/2019, 5:27:13 PM

Input File:

pw:\Montana\YELL_North_Entrance\MT_NPS_YELL_11(2)\Development\CADD\Design\V8_EARTHWORK _EMPBYP01.inp Output File: Eearthwork_EMPBYP01.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 = yell1102_xs_EMPBYP01.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_wall_seeding 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

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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

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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) */

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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 */

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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 /* 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 10+050.00 R 1 to 10+100.00 R 1 1 639 639 from 10+200.00 R 1 to 10+300.00 R 1 1 640 640 from 10+500.00 R 1 to 10+600.00 R 1 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 **************/

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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 = yell1102_EMPBYP01_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 = EMPBYP01 1 699 699 job number = 112

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1 700 700 1 701 701 beg sta = 100+00.00 R 1 1 702 702 end sta = 104+40.00 R 1 1 703 703

0 0 704 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = EMPBYP01

COMPUTING EARTHWORKS FOR JOB = 112

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.)

100+60.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 311.10 0 0 1.00 0 0

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 31.12 0 0 0.00 0 Fill 0.00 0 0 0.00 0 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 41.59 0 0 0.00 0 0

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 83.05 0 0 0.00 0 0

100+70.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 244.84 103 103 1.00 ‐103 103

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 25.58 11 0 0.00 11 Fill 0.00 0 0 0.00 ‐103 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 31.12 13 0 0.00 ‐103 13

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 62.14 27 0 0.00 ‐103 27

100+80.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 202.98 83 83 1.00 ‐186 186

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 22.11 9 0 0.00 20 Fill 0.00 0 0 0.00 ‐186 0

Page: 16

Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 24.86 10 0 0.00 ‐186 23

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 49.64 21 0 0.00 ‐186 48

100+90.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 176.60 70 70 1.00 ‐256 256

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 19.98 8 0 0.00 28 Fill 0.00 0 0 0.00 ‐256 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 21.32 9 0 0.00 ‐256 32

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 42.58 17 0 0.00 ‐256 65

101+00.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 159.25 62 62 1.00 ‐318 318

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 18.85 7 0 0.00 35 Fill 0.00 0 0 0.00 ‐318 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 20.02 8 0 0.00 ‐318 40

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 39.98 15 0 0.00 ‐318 80

101+10.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 152.35 58 58 1.00 ‐376 376

TOPSOIL

Excavation 0.00 0 0 0.00 0

Page: 17

Subsoil Exc 18.66 7 0 0.00 42 Fill 0.00 0 0 0.00 ‐376 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 19.98 7 0 0.00 ‐376 47

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 39.90 15 0 0.00 ‐376 95

101+20.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 141.35 54 54 1.00 ‐430 430

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 18.58 7 0 0.00 49 Fill 0.00 0 0 0.00 ‐430 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.30 6 0 0.00 ‐430 53

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 9 0 0.00 ‐430 104

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 2 0 0.00 ‐430 2

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 6 0 0.00 ‐430 6

101+30.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 132.52 51 51 1.00 ‐481 481

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 18.27 7 0 0.00 56 Fill 0.00 0 0 0.00 ‐481 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.30 4 0 0.00 ‐481 57

LAYER2

Page: 18

Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 4 0 0.00 ‐481 108

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 4 0 0.00 ‐481 6

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 12 0 0.00 ‐481 18

101+40.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 123.19 47 47 1.00 ‐528 528

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 17.93 7 0 0.00 63 Fill 0.00 0 0 0.00 ‐528 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.30 4 0 0.00 ‐528 61

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 4 0 0.00 ‐528 112

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 4 0 0.00 ‐528 10

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 12 0 0.00 ‐528 30

101+50.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 113.38 44 44 1.00 ‐572 572

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 17.58 7 0 0.00 70 Fill 0.00 0 0 0.00 ‐572 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.30 4 0 0.00 ‐572 65

Page: 19

Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 4 0 0.00 ‐572 116

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 4 0 0.00 ‐572 14

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 12 0 0.00 ‐572 42

101+75.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 87.39 93 93 1.00 ‐665 665

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 16.65 16 0 0.00 86 Fill 0.00 0 0 0.00 ‐665 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.30 10 0 0.00 ‐665 75

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 10 0 0.00 ‐665 126

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 10 0 0.00 ‐665 24

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 30 0 0.00 ‐665 72

102+00.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 61.65 69 69 1.00 ‐734 734

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 15.70 15 0 0.00 101 Fill 0.00 0 0 0.00 ‐734 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.30 10 0 0.00 ‐734 85

Page: 20

Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 10 0 0.00 ‐734 136

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 10 0 0.00 ‐734 34

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 30 0 0.00 ‐734 102

102+25.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 37.82 46 46 1.00 ‐780 780

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 14.69 14 0 0.00 115 Fill 0.00 0 0 0.00 ‐780 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.30 10 0 0.00 ‐780 95

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 10 0 0.00 ‐780 146

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 10 0 0.00 ‐780 44

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 30 0 0.00 ‐780 132

102+50.00 RDWYEXC

Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 15.76 25 25 1.00 ‐805 805

TOPSOIL

Excavation 3.81 2 0 0.00 2 Subsoil Exc 9.80 11 0 0.00 126 Fill 0.00 0 0 0.00 ‐805 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.30 10 0 0.00 ‐805 105

Page: 21

Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 10 0 0.00 ‐805 156

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 10 0 0.00 ‐805 54

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 30 0 0.00 ‐805 162

102+75.00 RDWYEXC

Excavation 11.40 5 5 1.00 5 Subsoil Exc 0.00 0 0 1.00 0 Fill 3.42 9 9 1.00 ‐809 814

TOPSOIL

Excavation 10.80 7 0 0.00 9 Subsoil Exc 1.56 5 0 0.00 131 Fill 0.00 0 0 0.00 ‐809 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.30 10 0 0.00 ‐809 115

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 10 0 0.00 ‐809 166

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 10 0 0.00 ‐809 64

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 30 0 0.00 ‐809 192

103+00.00 RDWYEXC

Excavation 29.48 19 19 1.00 24 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.86 2 2 1.00 ‐792 816

TOPSOIL

Excavation 10.47 10 0 0.00 19 Subsoil Exc 0.58 1 0 0.00 132 Fill 0.00 0 0 0.00 ‐792 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.30 10 0 0.00 ‐792 125

Page: 22

Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 10 0 0.00 ‐792 176

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 10 0 0.00 ‐792 74

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 30 0 0.00 ‐792 222

103+25.00 RDWYEXC

Excavation 39.09 32 32 1.00 56 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.43 1 1 1.00 ‐761 817

TOPSOIL

Excavation 11.00 10 0 0.00 29 Subsoil Exc 0.43 0 0 0.00 132 Fill 0.00 0 0 0.00 ‐761 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.35 10 0 0.00 ‐761 135

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 10 0 0.00 ‐761 186

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 10 0 0.00 ‐761 84

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 30 0 0.00 ‐761 252

103+50.00 RDWYEXC

Excavation 41.42 37 37 1.00 93 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 ‐724 817

TOPSOIL

Excavation 10.80 10 0 0.00 39 Subsoil Exc 0.00 0 0 0.00 132 Fill 0.00 0 0 0.00 ‐724 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.35 10 0 0.00 ‐724 145

Page: 23

Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 10 0 0.00 ‐724 196

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.69 10 0 0.00 ‐724 94

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.44 30 0 0.00 ‐724 282

103+60.00 RDWYEXC

Excavation 39.83 15 15 1.00 108 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.07 0 0 1.00 ‐709 817

TOPSOIL

Excavation 10.86 4 0 0.00 43 Subsoil Exc 0.07 0 0 0.00 132 Fill 0.00 0 0 0.00 ‐709 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.36 4 0 0.00 ‐709 149

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.04 4 0 0.00 ‐709 200

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.70 4 0 0.00 ‐709 98

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.47 12 0 0.00 ‐709 294

103+70.00 RDWYEXC

Excavation 38.78 15 15 1.00 123 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.35 0 0 1.00 ‐694 817

TOPSOIL

Excavation 11.28 4 0 0.00 47 Subsoil Exc 0.33 0 0 0.00 132 Fill 0.00 0 0 0.00 ‐694 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.86 4 0 0.00 ‐694 153

Page: 24

Subsoil Exc 0.00 0 0 0.00 0 Fill 11.28 4 0 0.00 ‐694 204

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.41 4 0 0.00 ‐694 102

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 33.87 12 0 0.00 ‐694 306

103+80.00 RDWYEXC

Excavation 40.09 15 15 1.00 138 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.54 0 0 1.00 ‐679 817

TOPSOIL

Excavation 12.70 4 0 0.00 51 Subsoil Exc 0.43 0 0 0.00 132 Fill 0.00 0 0 0.00 ‐679 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 12.16 4 0 0.00 ‐679 157

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 12.97 4 0 0.00 ‐679 208

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 12.58 4 0 0.00 ‐679 106

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.14 13 0 0.00 ‐679 319

103+90.00 RDWYEXC

Excavation 44.80 16 16 1.00 154 Subsoil Exc 0.00 0 0 1.00 0 Fill 1.84 0 0 1.00 ‐663 817

TOPSOIL

Excavation 15.58 5 0 0.00 56 Subsoil Exc 1.17 0 0 0.00 132 Fill 0.00 0 0 0.00 ‐663 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 14.95 5 0 0.00 ‐663 162

Page: 25

Subsoil Exc 0.00 0 0 0.00 0 Fill 15.91 5 0 0.00 ‐663 213

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 15.44 5 0 0.00 ‐663 111

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 46.80 16 0 0.00 ‐663 335

104+00.00 RDWYEXC

Excavation 79.91 23 23 1.00 177 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.95 1 1 1.00 ‐641 818

TOPSOIL

Excavation 26.74 8 0 0.00 64 Subsoil Exc 0.70 0 0 0.00 132 Fill 0.00 0 0 0.00 ‐641 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 26.24 8 0 0.00 ‐641 170

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 27.31 8 0 0.00 ‐641 221

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 26.51 8 0 0.00 ‐641 119

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 83.93 24 0 0.00 ‐641 359

104+10.00 RDWYEXC

Excavation 51.77 24 24 1.00 201 Subsoil Exc 0.00 0 0 1.00 0 Fill 1.42 0 0 1.00 ‐617 818

TOPSOIL

Excavation 19.27 9 0 0.00 73 Subsoil Exc 0.91 0 0 0.00 132 Fill 0.00 0 0 0.00 ‐617 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 18.75 8 0 0.00 ‐617 178

Page: 26

Subsoil Exc 0.00 0 0 0.00 0 Fill 19.74 9 0 0.00 ‐617 230

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 19.16 8 0 0.00 ‐617 127

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 54.45 26 0 0.00 ‐617 385

104+20.00 RDWYEXC

Excavation 32.47 16 16 1.00 217 Subsoil Exc 0.00 0 0 1.00 0 Fill 1.70 1 1 1.00 ‐602 819

TOPSOIL

Excavation 12.58 6 0 0.00 79 Subsoil Exc 1.05 0 0 0.00 132 Fill 0.00 0 0 0.00 ‐602 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 12.08 6 0 0.00 ‐602 184

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 12.89 6 0 0.00 ‐602 236

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 12.51 6 0 0.00 ‐602 133

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 36.52 17 0 0.00 ‐602 402

104+30.00 RDWYEXC

Excavation 15.38 9 9 1.00 226 Subsoil Exc 0.00 0 0 1.00 0 Fill 1.96 1 1 1.00 ‐594 820

TOPSOIL

Excavation 6.49 4 0 0.00 83 Subsoil Exc 1.11 0 0 0.00 132 Fill 0.00 0 0 0.00 ‐594 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 6.12 3 0 0.00 ‐594 187

Page: 27

Subsoil Exc 0.00 0 0 0.00 0 Fill 6.62 4 0 0.00 ‐594 240

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 6.42 4 0 0.00 ‐594 137

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 19.46 10 0 0.00 ‐594 412

Page: 28

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 226 226 1.00 Subsoil Exc 0 0 1.00 Fill 820 820 1.00

TOPSOIL

Excavation 83 0 0.00 Subsoil Exc 132 0 0.00 Fill 0 0 0.00

LAYER1

Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 187 0 0.00

LAYER2

Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 240 0 0.00

LAYER3

Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 137 0 0.00

LAYER4

Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 412 0 0.00

Page: 29

S P L I T S U M M A R Y T O T A L S XS Quant XS Quant Material Name Unadjusted Adjusted Mult Volume Volume Volume Volume Factor

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

RDWYEXC

Excavation 226 226 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 820 820 0 0 1.00

TOPSOIL

Excavation 83 0 0 0 0.00 Subsoil Exc 132 0 0 0 0.00 Fill 0 0 0 0 0.00

LAYER1

Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 187 0 0 0 0.00

LAYER2

Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 240 0 0 0 0.00

LAYER3

Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 137 0 0 0 0.00

LAYER4

Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 412 0 0 0 0.00

Page: 30