mt-56903_Earthwork_MAIN01.pdf

File: c:\myfiles\pw_production\d0282694\mt‐56903_Earthwork_MAIN01.log 12/19/2018, 5

5:36:42 PM

Input File:

pw:\Montana\DOT_Highway_569\MT_DOT_569(3)\Development\CADD\Design\mt‐56903_Earthwor k_MAIN01.inp Output File: mt‐56903_Earthwork_MAIN01.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 = mt‐56903xsa_Main01_100.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

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1 44 44 roadway exc mult factor = 1.00 1 45 45 subsoil exc mult factor = 1.00 1 46 46 fill mult factor = 1.00 1 47 47 type = line, line_string 1 48 48 lvname = x_p_mse_wall_exc 1 49 49 co = 32 1 50 50 1 51 51 /* For use with subex types 1 and 2 */ 1 52 52 Existing Unsuitable Material 1 53 53 soil type = Subexcavation 1 54 54 roadway exc mult factor = 1.00 1 55 55 subsoil exc mult factor = 1.00 1 56 56 fill mult factor = 1.00 1 57 57 type = line, line_string 1 58 58 lvname = x_p_subex_exc2 1 59 59 co = 20 1 60 60 1 61 61 /* For use with all Concrete Retaining Walls */ 1 62 62 Existing Unsuitable Material 1 63 63 soil type = ConcWallStrucExc 1 64 64 roadway exc mult factor = 1.00 1 65 65 subsoil exc mult factor = 1.00 1 66 66 fill mult factor = 1.00 1 67 67 type = line, 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)*/

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1 92 92 Existing Unsuitable Material 1 93 93 soil type = ExistPavementLayer2 1 94 94 roadway exc mult factor = 1.00 1 95 95 subsoil exc mult factor = 1.00 1 96 96 fill mult factor = 1.00 1 97 97 type = line, line_string 1 98 98 lvname = x_e_pave_surface2 1 99 99 co = 2 1 100 100 1 101 101 /* For use with Existing Features typicals (.x30 criteria)*/ 1 102 102 Existing Unsuitable Material 1 103 103 soil type = ExistGravel 1 104 104 roadway exc mult factor = 1.00 1 105 105 subsoil exc mult factor = 1.00 1 106 106 fill mult factor = 1.00 1 107 107 type = line, line_string 1 108 108 lvname = x_e_gravel_surface 1 109 109 co = 3 1 110 110 1 111 111 Existing Unsuitable Material 1 112 112 soil type = Topsoil 1 113 113 roadway exc mult factor = 0.000001 1 114 114 subsoil exc mult factor = 0.000001 1 115 115 fill mult factor = 0.000001 1 116 116 type = line, 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

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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 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

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1 187 187 lvname = x_p_curb3_top 1 188 188 lvname = x_p_curb3_back_c 1 189 189 lvname = x_p_curb3_back_e 1 190 190 lvname = x_p_curb3_face 1 191 191 lvname = x_p_curb3_under_c 1 192 192 lvname = x_p_curb3_under_e 1 193 193 lvname = x_p_parkway_top 1 194 194 lvname = x_p_sidewalk_layer_top 1 195 195 lvname = x_p_sn_wall_face 1 196 196 lvname = x_p_sn_wall_top 1 197 197 lvname = x_p_rk_wall_face 1 198 198 lvname = x_p_rk_wall_top 1 199 199 lvname = x_p_gd_wall_above 1 200 200 lvname = x_p_gd_wall_below 1 201 201 lvname = x_p_conc_median_top 1 202 202 lvname = x_p_conc_median_bottom 1 203 203 lvname = x_p_mse_wall_front 1 204 204 lvname = x_p_mse_wall_veneer 1 205 205 lvname = x_p_wall_top 1 206 206 lvname = x_p_gfmse_wall_pfg 1 207 207 lvname = x_p_rk_wall_tier 1 208 208 /* lvname = x_p_gfmse_wall_embedment_slope */ 1 209 209 1 210 210 1 211 211 /* co = 0,1,15,29,40,42,43,44,49,51,52,54,82,128,178,229,233,234,235,236,247 */ 1 212 212 1 213 213 Proposed Undercut 1 214 214 soil type = Topsoil 1 215 215 roadway exc mult factor = 0.000001 1 216 216 subsoil exc mult factor = 0.000001 1 217 217 fill mult factor = 0.000001 1 218 218 type = line, 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

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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 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

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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 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

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1 330 330 roadway exc mult factor = 0.000001 1 331 331 subsoil exc mult factor = 0.000001 1 332 332 fill mult factor = 0.00001 1 333 333 type = line, line_string 1 334 334 lvname = x_p_mse_wall_backfill1 1 335 335 co = 51 1 336 336 1 337 337 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 338 338 Proposed Undercut 1 339 339 soil type = SelectWallBackfill 1 340 340 roadway exc mult factor = 0.000001 1 341 341 subsoil exc mult factor = 0.000001 1 342 342 fill mult factor = 0.00001 1 343 343 type = line, line_string 1 344 344 lvname = x_p_mse_wall_backfill2 1 345 345 co = 52 1 346 346 1 347 347 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 348 348 Proposed Undercut 1 349 349 soil type = GranularBackfill 1 350 350 roadway exc mult factor = 0.000001 1 351 351 subsoil exc mult factor = 0.000001 1 352 352 fill mult factor = 0.00001 1 353 353 type = line, line_string 1 354 354 lvname = x_p_mse_wall_backfill3 1 355 355 co = 53 1 356 356 1 357 357 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 358 358 Proposed Undercut 1 359 359 soil type = LevelingPad 1 360 360 roadway exc mult factor = 0.000001 1 361 361 subsoil exc mult factor = 0.000001 1 362 362 fill mult factor = 0.00001 1 363 363 type = line, line_string 1 364 364 lvname = x_p_mse_wall_backfill4 1 365 365 co = 56 1 366 366 1 367 367 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 368 368 Proposed Undercut 1 369 369 soil type = RdwyExc 1 370 370 roadway exc mult factor = 0.000001 1 371 371 subsoil exc mult factor = 0.000001 1 372 372 fill mult factor = 0.00001 1 373 373 type = line, line_string 1 374 374 lvname = x_p_mse_wall_backfill5 1 375 375 co = 57 1 376 376 1 377 377 /* For use with all Concrete Retaining Walls */

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

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1 426 426 co = 57 1 427 427 1 428 428 /* For use with REHAB typicals */ 1 429 429 Proposed Undercut 1 430 430 soil type = PavedShoulder 1 431 431 roadway exc mult factor = 0.00001 1 432 432 subsoil exc mult factor = 0.00001 1 433 433 fill mult factor = 0.00001 1 434 434 type = line, line_string 1 435 435 lvname = x_p_pave_shd_backfill 1 436 436 co = 58 1 437 437 1 438 438 /* For use with REHAB typicals */ 1 439 439 Proposed Undercut 1 440 440 soil type = PreLevel 1 441 441 roadway exc mult factor = 0.00001 1 442 442 subsoil exc mult factor = 0.00001 1 443 443 fill mult factor = 0.00001 1 444 444 type = line, line_string 1 445 445 lvname = x_p_rehab_prelevel 1 446 446 co = 59 1 447 447 1 448 448 /* For use with CFL Type 3 curb special aggregate shoulder backfill (.x30 criteria)*/ 1 449 449 Proposed Undercut 1 450 450 soil type = ShoulderBackfill 1 451 451 roadway exc mult factor = 0.00001 1 452 452 subsoil exc mult factor = 0.00001 1 453 453 fill mult factor = 0.00001 1 454 454 type = line, line_string 1 455 455 lvname = x_p_shoulder_backfill 1 456 456 co = 72 1 457 457 1 458 458 /* For use with CFL paved ditches (.x30 criteria)*/ 1 459 459 Proposed Undercut 1 460 460 soil type = PavedDitchBackfill 1 461 461 roadway exc mult factor = 0.00001 1 462 462 subsoil exc mult factor = 0.00001 1 463 463 fill mult factor = 0.00001 1 464 464 type = line, line_string 1 465 465 lvname = x_p_pave_ditch_layer_1 1 466 466 co = 27 1 467 467 1 468 468 /* For use with soil nail wall (.x30 criteria)*/ 1 469 469 Proposed Undercut 1 470 470 soil type = BackfillMaterial 1 471 471 roadway exc mult factor = 0.000001 1 472 472 subsoil exc mult factor = 0.000001

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1 473 473 fill mult factor = 0.00001 1 474 474 type = line, line_string 1 475 475 lvname = x_p_sn_wall_backfill 1 476 476 co = 55,175 1 477 477 1 478 478 /* For use with soil nail wall (.x30 criteria)*/ 1 479 479 Proposed Undercut 1 480 480 soil type = Concrete 1 481 481 roadway exc mult factor = 0.000001 1 482 482 subsoil exc mult factor = 0.000001 1 483 483 fill mult factor = 0.00001 1 484 484 type = line, line_string 1 485 485 lvname = x_p_sn_wall_back 1 486 486 co = 53 1 487 487 1 488 488 /* For use with soil nail wall (.x30 criteria)*/ 1 489 489 Proposed Undercut 1 490 490 soil type = BackfillMaterial 1 491 491 roadway exc mult factor = 0.000001 1 492 492 subsoil exc mult factor = 0.000001 1 493 493 fill mult factor = 0.00001 1 494 494 type = line, line_string 1 495 495 lvname = x_p_sn_wall_curb_backfill 1 496 496 co = 16,175 1 497 497 1 498 498 /* For use with soil nail wall (.x30 criteria)*/ 1 499 499 Proposed Undercut 1 500 500 soil type = SNFoundationFill 1 501 501 roadway exc mult factor = 0.000001 1 502 502 subsoil exc mult factor = 0.000001 1 503 503 fill mult factor = 0.00001 1 504 504 type = line, line_string 1 505 505 lvname = x_p_sn_foundation_backfill 1 506 506 co = 58 1 507 507 1 508 508 /* For use with rockery wall (.x30 criteria)*/ 1 509 509 Proposed Undercut 1 510 510 soil type = WallBackfill 1 511 511 roadway exc mult factor = 0.000001 1 512 512 subsoil exc mult factor = 0.000001 1 513 513 fill mult factor = 0.00001 1 514 514 type = line, line_string 1 515 515 lvname = x_p_rk_wall_backfill 1 516 516 co = 55,175 1 517 517 1 518 518 /* For use with rockery wall (.x30 criteria)*/ 1 519 519 Proposed Undercut 1 520 520 soil type = Rock

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1 521 521 roadway exc mult factor = 0.000001 1 522 522 subsoil exc mult factor = 0.000001 1 523 523 fill mult factor = 0.00001 1 524 524 type = line, line_string 1 525 525 lvname = x_p_rk_wall_back 1 526 526 co = 45 1 527 527 1 528 528 /* For use with rockery wall (.x30 criteria)*/ 1 529 529 Proposed Undercut 1 530 530 soil type = FoundationFill 1 531 531 roadway exc mult factor = 0.000001 1 532 532 subsoil exc mult factor = 0.000001 1 533 533 fill mult factor = 0.00001 1 534 534 type = line, line_string 1 535 535 lvname = x_p_rk_foundation_backfill 1 536 536 co = 58 1 537 537 1 538 538 /* For use with Rockery Wall, (.x30 criteria)) */ 1 539 539 Proposed Undercut 1 540 540 soil type = GranularRockBd 1 541 541 roadway exc mult factor = 0.000001 1 542 542 subsoil exc mult factor = 0.000001 1 543 543 fill mult factor = 0.00001 1 544 544 Do not include in mass ordinate 1 545 545 type = line, line_string 1 546 546 lvname = x_p_rk_wall_backfill2 1 547 547 co = 52 1 548 548 1 549 549 /* For use with guardwall (.x30 criteria)*/ 1 550 550 Proposed Undercut 1 551 551 soil type = StructuralBackfill 1 552 552 roadway exc mult factor = 0.000001 1 553 553 subsoil exc mult factor = 0.000001 1 554 554 fill mult factor = 0.00001 1 555 555 type = line, line_string 1 556 556 lvname = x_p_gd_wall_backfill1 1 557 557 co = 50 1 558 558 1 559 559 /* For use with guardwall (.x30 criteria)*/ 1 560 560 Proposed Undercut 1 561 561 soil type = BackfillMaterial 1 562 562 roadway exc mult factor = 0.000001 1 563 563 subsoil exc mult factor = 0.000001 1 564 564 fill mult factor = 0.00001 1 565 565 type = line, line_string 1 566 566 lvname = x_p_gd_wall_backfill2 1 567 567 co = 55 1 568 568

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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

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1 617 617 type = line, line_string 1 618 618 lvname = x_p_mse_wall_facing 1 619 619 1 620 620 /* For use with all walls with Foundation Fill adhoc, (.x30 criteria)) */ 1 621 621 Proposed Undercut 1 622 622 soil type = FoundationFill 1 623 623 roadway exc mult factor = 0.000001 1 624 624 subsoil exc mult factor = 0.000001 1 625 625 fill mult factor = 0.00001 1 626 626 Do not include in mass ordinate 1 627 627 type = line, line_string 1 628 628 lvname = x_p_mse_wall_foundation 1 629 629 co = 58 1 630 630 1 631 631 Excavation Limits 1 632 632 type = line /* Leave as "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 = 3 1 656 656 1 657 657 1 658 658 1 659 659 /************ The following code creates a column based ASCII file

Page: 14 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 = mt‐56903_Earthwork_MAIN01.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 = 3 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 = 3 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 = 3 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 = 3 1 690 690 column 5 total length = 10 1 691 691

Page: 15

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 = 3 1 696 696 column 6 total length = 10 1 697 697 1 698 698 column 7 formula = abs( ["Layer1", Fill, Unadjusted Volumes] ) 1 699 699 column 7 number of decimal place = 3 1 700 700 column 7 total length = 10 1 701 701 1 702 702 column 8 formula = abs( ["Layer2", Fill, Unadjusted Volumes] ) 1 703 703 column 8 number of decimal place = 3 1 704 704 column 8 total length = 10 1 705 705 1 706 706 column 9 formula = abs( ["Layer3", Fill, Unadjusted Volumes] ) 1 707 707 column 9 number of decimal place = 3 1 708 708 column 9 total length = 10 1 709 709 1 710 710 column 10 formula = abs( ["Layer4", Fill, Unadjusted Volumes] 1 711 711 column 10 number of decimal place = 3 1 712 712 column 10 total length = 10 1 713 713 1 714 714 column 11 formula = abs( ["Layer5", Fill, Unadjusted Volumes] 1 715 715 column 11 number of decimal place = 3 1 716 716 column 11 total length = 10 1 717 717 1 718 718 /* column 12 formula = abs( ["MSE Wall Backfill 1", Fill, Unadjusted Volumes] ) 1 719 719 column 12 number of decimal place = 3 1 720 720 column 12 total length = 10 1 721 721 1 722 722 column 13 formula = abs( ["MSE Wall Backfill 2", Fill, Unadjusted Volumes] ) 1 723 723 column 13 number of decimal place = 3 1 724 724 column 13 total length = 10 */ 1 725 725 1 726 726 Process Earthwork for Baseline = MAIN01 1 727 727 job number = 903 1 728 728 1 729 729 beg sta = 314+75.00 R 1 1 730 730 end sta = 495+00.00 R 1 1 731 731

0 0 732 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = MAIN01

COMPUTING EARTHWORKS FOR JOB = 903

Page: 16

FORMING LIST OF XSCELLS

BEGINNING EARTHWORKS COMPUTATION

Page: 17

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

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

yd.)

314+75.00 RDWYEXC

Excavation 29.726 0 0 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 0

EXISTPAVEMENT

Excavation 6.708 0 0 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 0 Mass ordinate for EXISTPAVEMENT = 0

TOPSOIL

Excavation 3.422 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.613 0 0 0.00 0

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 33.999 0 0 0.00 0

315+00.00 RDWYEXC

Excavation 29.447 27 27 1.00

Page: 18

Subsoil Exc 0.000 0 0 1.00 Fill 7.673 4 4 1.00 23

EXISTPAVEMENT

Excavation 6.611 6 6 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 23 Mass ordinate for EXISTPAVEMENT = 6

TOPSOIL

Excavation 3.045 3 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 23 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 23

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 33.373 31 0 0.00 23

315+25.00 RDWYEXC

Excavation 28.555 27 27 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 8.972 8 8 1.00 42

EXISTPAVEMENT

Excavation 6.412 6 6 1.00 Subsoil Exc 0.000 0 0 1.00

Page: 19

Fill 0.000 0 0 1.00 42 Mass ordinate for EXISTPAVEMENT = 12

TOPSOIL

Excavation 2.812 3 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 42 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.423 6 0 0.00 42

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.877 31 0 0.00 42

315+50.00 RDWYEXC

Excavation 24.033 24 24 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 12.096 10 10 1.00 56

EXISTPAVEMENT

Excavation 6.186 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 56 Mass ordinate for EXISTPAVEMENT = 17

TOPSOIL

Excavation 2.386 2 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 56

Page: 20

Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.609 6 0 0.00 56

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.721 30 0 0.00 56

315+75.00 RDWYEXC

Excavation 23.188 22 22 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 10.568 10 10 1.00 68

EXISTPAVEMENT

Excavation 5.870 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 68 Mass ordinate for EXISTPAVEMENT = 22

TOPSOIL

Excavation 2.361 2 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 68 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 68

LAYER2

Excavation 0.000 0 0 0.00

Page: 21

Subsoil Exc 0.000 0 0 0.00 Fill 32.797 30 0 0.00 68

316+00.00 RDWYEXC

Excavation 23.930 22 22 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 6.661 8 8 1.00 82

EXISTPAVEMENT

Excavation 5.562 6 6 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 82 Mass ordinate for EXISTPAVEMENT = 28

TOPSOIL

Excavation 3.057 2 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 82 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 82

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.685 30 0 0.00 82

316+25.00 RDWYEXC

Excavation 24.200 22 22 1.00 Subsoil Exc 0.000 0 0 1.00

Page: 22

Fill 6.357 6 6 1.00 98

EXISTPAVEMENT

Excavation 5.528 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 98 Mass ordinate for EXISTPAVEMENT = 33

TOPSOIL

Excavation 3.009 3 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 98 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 98

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.690 30 0 0.00 98

316+50.00 RDWYEXC

Excavation 24.895 23 23 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 4.389 5 5 1.00 116

EXISTPAVEMENT

Excavation 5.501 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 116

Page: 23

Mass ordinate for EXISTPAVEMENT = 38

TOPSOIL

Excavation 3.172 3 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 116 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 116

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.589 30 0 0.00 116

316+75.00 RDWYEXC

Excavation 24.224 23 23 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 3.999 4 4 1.00 135

EXISTPAVEMENT

Excavation 5.476 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 135 Mass ordinate for EXISTPAVEMENT = 43

TOPSOIL

Excavation 3.207 3 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 135 Mass ordinate for TOPSOIL = 0

LAYER1

Page: 24

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 135

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.364 30 0 0.00 135

317+00.00 RDWYEXC

Excavation 22.483 22 22 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 6.458 5 5 1.00 152

EXISTPAVEMENT

Excavation 5.456 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 152 Mass ordinate for EXISTPAVEMENT = 48

TOPSOIL

Excavation 2.868 3 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 152 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 152

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00

Page: 25

Fill 32.686 30 0 0.00 152

317+25.00 RDWYEXC

Excavation 21.862 21 21 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 6.823 6 6 1.00 167

EXISTPAVEMENT

Excavation 5.455 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 167 Mass ordinate for EXISTPAVEMENT = 53

TOPSOIL

Excavation 3.078 3 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 167 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 167

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.955 30 0 0.00 167

317+50.00 RDWYEXC

Excavation 20.345 20 20 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 6.850 6 6 1.00 181

Page: 26

EXISTPAVEMENT

Excavation 5.500 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 181 Mass ordinate for EXISTPAVEMENT = 58

TOPSOIL

Excavation 2.819 3 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 181 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 181

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.685 30 0 0.00 181

317+75.00 RDWYEXC

Excavation 36.750 26 26 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 6.288 6 6 1.00 201

EXISTPAVEMENT

Excavation 5.510 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 201 Mass ordinate for EXISTPAVEMENT = 63

TOPSOIL

Page: 27

Excavation 8.134 6 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 201 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.829 6 0 0.00 201

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.480 30 0 0.00 201

318+00.00 RDWYEXC

Excavation 41.631 37 37 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 3.259 4 4 1.00 234

EXISTPAVEMENT

Excavation 5.488 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 234 Mass ordinate for EXISTPAVEMENT = 68

TOPSOIL

Excavation 9.479 9 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 234 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00

Page: 28

Subsoil Exc 0.000 0 0 0.00 Fill 6.571 6 0 0.00 234

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.722 30 0 0.00 234

318+25.00 RDWYEXC

Excavation 46.281 41 41 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 4.217 3 3 1.00 272

EXISTPAVEMENT

Excavation 5.480 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 272 Mass ordinate for EXISTPAVEMENT = 73

TOPSOIL

Excavation 10.756 10 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 272 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.614 6 0 0.00 272

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.678 30 0 0.00 272

Page: 29

318+50.00 RDWYEXC

Excavation 44.955 42 42 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 5.628 5 5 1.00 309

EXISTPAVEMENT

Excavation 5.501 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 309 Mass ordinate for EXISTPAVEMENT = 78

TOPSOIL

Excavation 10.361 9 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 309 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.605 6 0 0.00 309

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.688 30 0 0.00 309

318+75.00 RDWYEXC

Excavation 47.507 43 43 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 7.198 6 6 1.00 346

EXISTPAVEMENT

Page: 30

Excavation 5.509 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 346 Mass ordinate for EXISTPAVEMENT = 83

TOPSOIL

Excavation 10.122 9 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 346 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.589 6 0 0.00 346

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.714 30 0 0.00 346

319+00.00 RDWYEXC

Excavation 51.721 46 46 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 6.733 6 6 1.00 386

EXISTPAVEMENT

Excavation 5.459 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 386 Mass ordinate for EXISTPAVEMENT = 88

TOPSOIL

Excavation 9.732 9 0 0.00

Page: 31

Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 386 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.649 6 0 0.00 386

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.644 30 0 0.00 386

319+25.00 RDWYEXC

Excavation 57.157 51 51 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 8.324 7 7 1.00 430

EXISTPAVEMENT

Excavation 5.408 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 430 Mass ordinate for EXISTPAVEMENT = 93

TOPSOIL

Excavation 9.555 9 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 430 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00

Page: 32

Fill 6.559 6 0 0.00 430

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.733 30 0 0.00 430

319+50.00 RDWYEXC

Excavation 62.661 55 55 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 7.052 7 7 1.00 478

EXISTPAVEMENT

Excavation 5.430 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 478 Mass ordinate for EXISTPAVEMENT = 98

TOPSOIL

Excavation 9.725 9 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 478 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 478

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.686 30 0 0.00 478

Page: 33

319+75.00 RDWYEXC

Excavation 66.306 59 59 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 5.449 6 6 1.00 531

EXISTPAVEMENT

Excavation 5.463 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 531 Mass ordinate for EXISTPAVEMENT = 103

TOPSOIL

Excavation 9.673 9 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 531 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.526 6 0 0.00 531

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.685 30 0 0.00 531

320+00.00 RDWYEXC

Excavation 71.039 63 63 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 3.634 4 4 1.00 590

EXISTPAVEMENT

Excavation 5.507 5 5 1.00

Page: 34

Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 590 Mass ordinate for EXISTPAVEMENT = 108

TOPSOIL

Excavation 10.011 9 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 590 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.572 6 0 0.00 590

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.864 30 0 0.00 590

320+25.00 RDWYEXC

Excavation 75.774 68 68 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 1.884 3 3 1.00 655

EXISTPAVEMENT

Excavation 5.554 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 655 Mass ordinate for EXISTPAVEMENT = 113

TOPSOIL

Excavation 10.744 10 0 0.00 Subsoil Exc 0.000 0 0 0.00

Page: 35

Fill 0.000 0 0 0.00 655 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.518 6 0 0.00 655

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.639 30 0 0.00 655

320+50.00 RDWYEXC

Excavation 75.247 70 70 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 2.251 2 2 1.00 723

EXISTPAVEMENT

Excavation 5.553 6 6 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 723 Mass ordinate for EXISTPAVEMENT = 119

TOPSOIL

Excavation 10.564 10 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 723 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 723

Page: 36

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.687 30 0 0.00 723

320+65.00 RDWYEXC

Excavation 74.031 42 42 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 5.621 2 2 1.00 763

EXISTPAVEMENT

Excavation 5.546 3 3 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 763 Mass ordinate for EXISTPAVEMENT = 122

TOPSOIL

Excavation 10.041 6 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 763 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 4 0 0.00 763

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.685 18 0 0.00 763

320+75.00 RDWYEXC

Excavation 74.364 28 28 1.00

Page: 37

Subsoil Exc 0.000 0 0 1.00 Fill 7.112 2 2 1.00 789

EXISTPAVEMENT

Excavation 5.541 2 2 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 789 Mass ordinate for EXISTPAVEMENT = 124

TOPSOIL

Excavation 9.937 4 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 789 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.568 2 0 0.00 789

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.724 12 0 0.00 789

321+00.00 RDWYEXC

Excavation 71.146 67 67 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 11.608 9 9 1.00 847

EXISTPAVEMENT

Excavation 5.532 5 5 1.00 Subsoil Exc 0.000 0 0 1.00

Page: 38

Fill 0.000 0 0 1.00 847 Mass ordinate for EXISTPAVEMENT = 129

TOPSOIL

Excavation 9.602 10 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 847 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.643 6 0 0.00 847

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.689 30 0 0.00 847

321+25.00 RDWYEXC

Excavation 68.572 65 65 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 16.188 13 13 1.00 899

EXISTPAVEMENT

Excavation 5.521 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 899 Mass ordinate for EXISTPAVEMENT = 134

TOPSOIL

Excavation 9.459 8 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 899

Page: 39

Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.588 6 0 0.00 899

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.710 30 0 0.00 899

321+50.00 RDWYEXC

Excavation 67.031 63 63 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 17.949 16 16 1.00 946

EXISTPAVEMENT

Excavation 5.508 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 946 Mass ordinate for EXISTPAVEMENT = 139

TOPSOIL

Excavation 9.412 8 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 946 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.645 6 0 0.00 946

LAYER2

Excavation 0.000 0 0 0.00

Page: 40

Subsoil Exc 0.000 0 0 0.00 Fill 32.685 30 0 0.00 946

321+75.00 RDWYEXC

Excavation 67.865 62 62 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 16.168 16 16 1.00 992

EXISTPAVEMENT

Excavation 5.493 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 992 Mass ordinate for EXISTPAVEMENT = 144

TOPSOIL

Excavation 9.462 9 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 992 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.581 6 0 0.00 992

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 32.689 30 0 0.00 992

322+00.00 RDWYEXC

Excavation 69.189 63 63 1.00 Subsoil Exc 0.000 0 0 1.00

Page: 41

Fill 16.014 15 15 1.00 1040

EXISTPAVEMENT

Excavation 6.517 6 6 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 1040 Mass ordinate for EXISTPAVEMENT = 150

TOPSOIL

Excavation 8.622 8 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 1040 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 8.660 7 0 0.00 1040

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 30.636 29 0 0.00 1040

322+25.00 RDWYEXC

Excavation 69.727 65 65 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 16.720 15 15 1.00 1090

EXISTPAVEMENT

Excavation 5.461 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 1090

Page: 42

Mass ordinate for EXISTPAVEMENT = 155

TOPSOIL

Excavation 10.087 8 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 1090 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.636 7 0 0.00 1090

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 33.174 30 0 0.00 1090

322+50.00 RDWYEXC

Excavation 72.526 66 66 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 17.685 16 16 1.00 1140

EXISTPAVEMENT

Excavation 5.467 5 5 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 0.000 0 0 1.00 1140 Mass ordinate for EXISTPAVEMENT = 160

TOPSOIL

Excavation 10.288 9 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 0.000 0 0 0.00 1140 Mass ordinate for TOPSOIL = 0

LAYER1

Page: 43

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 6.607 6 0 0.00 1140

LAYER2

Excavation 0.000 0 0 0.00 Subsoil Exc 0.000 0 0 0.00 Fill 33.537 31 0 0.00 1140

322+75.00 RDWYEXC

Excavation 77.400 69 69 1.00 Subsoil Exc 0.000 0 0 1.00 Fill 16.330 16 16 1.00 1193