Eearthwork_YNE01_North_Asphalt Section.pdf

EARTHWORK LOG

for

FEDERAL HIGHWAY ADMINISTRATION

WESTERN FEDERAL LANDS HIGHWAY DIVISION

PROJECT

MT NPS YELL 11(2)

NORTH ENTRANCE

North Entrance Road

(YNE01)

Station 46+00.00 to 58+00

File: c:\pw‐work\d0437239\Eearthwork_YNE01_Asphalt Section_1.log 10/21/2019, 5:27:25 P

M

Input File:

pw:\Montana\YELL_North_Entrance\MT_NPS_YELL_11(2)\Development\CADD\Design\V8_EARTHWORK _YNE01_Asphalt Sections_1.inp Output File: Eearthwork_YNE01_Asphalt Section_1.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_YNEPH.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

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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)*/ 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

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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 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

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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 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

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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_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

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1 245 245 fill mult factor = 0.000001 1 246 246 type = line, line_string 1 247 247 lvname = x_p_pave_layer_3 1 248 248 co = 24 1 249 249 1 250 250 Proposed Undercut 1 251 251 soil type = Layer4 1 252 252 roadway exc mult factor = 0.000001 1 253 253 subsoil exc mult factor = 0.000001 1 254 254 fill mult factor = 0.000001 1 255 255 type = line, line_string 1 256 256 lvname = x_p_pave_layer_4 1 257 257 co = 25 1 258 258 1 259 259 Proposed Undercut 1 260 260 soil type = Layer5 1 261 261 roadway exc mult factor = 0.000001 1 262 262 subsoil exc mult factor = 0.000001 1 263 263 fill mult factor = 0.000001 1 264 264 type = line, line_string 1 265 265 lvname = x_p_pave_layer_5 1 266 266 co = 26 1 267 267 1 268 268 /* For use with x20 sidewalks */ 1 269 269 Proposed Undercut 1 270 270 soil type = SidewalkLayer1 1 271 271 roadway exc mult factor = 0.000001 1 272 272 subsoil exc mult factor = 0.000001 1 273 273 fill mult factor = 0.000001 1 274 274 type = line, line_string 1 275 275 lvname = x_p_sidewalk_layer_1 1 276 276 co = 35 1 277 277 1 278 278 /* For use with x20 sidewalks */ 1 279 279 Proposed Undercut 1 280 280 soil type = SidewalkLayer2 1 281 281 roadway exc mult factor = 0.000001 1 282 282 subsoil exc mult factor = 0.000001 1 283 283 fill mult factor = 0.000001 1 284 284 type = line, line_string 1 285 285 lvname = x_p_sidewalk_layer_2 1 286 286 co = 36 1 287 287 1 288 288 /* For use with x20 sidewalks */ 1 289 289 Proposed Undercut 1 290 290 soil type = SidewalkLayer3 1 291 291 roadway exc mult factor = 0.000001 1 292 292 subsoil exc mult factor = 0.000001 1 293 293 fill mult factor = 0.000001 1 294 294 type = line, line_string

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1 295 295 lvname = x_p_sidewalk_layer_3 1 296 296 co = 37 1 297 297 1 298 298 /* For use with x20 sidewalks */ 1 299 299 Proposed Undercut 1 300 300 soil type = SidewalkLayer4 1 301 301 roadway exc mult factor = 0.000001 1 302 302 subsoil exc mult factor = 0.000001 1 303 303 fill mult factor = 0.000001 1 304 304 type = line, line_string 1 305 305 lvname = x_p_sidewalk_layer_4 1 306 306 co = 38 1 307 307 1 308 308 /* For use with x20 subex criteria */ 1 309 309 Proposed Undercut 1 310 310 soil type = SubExBackfill 1 311 311 roadway exc mult factor = 0.000001 1 312 312 subsoil exc mult factor = 0.000001 1 313 313 fill mult factor = 0.00001 1 314 314 type = line, line_string 1 315 315 lvname = x_p_subex_backfill1 1 316 316 co = 40 1 317 317 1 318 318 /* For use with subex type 2 */ 1 319 319 Proposed Undercut 1 320 320 soil type = RdwyExc 1 321 321 roadway exc mult factor = 0.000001 1 322 322 subsoil exc mult factor = 0.000001 1 323 323 fill mult factor = 0.00001 1 324 324 type = line, line_string 1 325 325 lvname = x_p_subex_backfill2 1 326 326 co = 41 1 327 327 1 328 328 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 329 329 Proposed Undercut 1 330 330 soil type = SelectWallBackfill 1 331 331 roadway exc mult factor = 0.000001 1 332 332 subsoil exc mult factor = 0.000001 1 333 333 fill mult factor = 0.00001 1 334 334 type = line, line_string 1 335 335 lvname = x_p_mse_wall_backfill1 1 336 336 co = 51 1 337 337 1 338 338 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 339 339 Proposed Undercut 1 340 340 soil type = SelectWallBackfill 1 341 341 roadway exc mult factor = 0.000001 1 342 342 subsoil exc mult factor = 0.000001 1 343 343 fill mult factor = 0.00001 1 344 344 type = line, line_string

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1 345 345 lvname = x_p_mse_wall_backfill2 1 346 346 co = 52 1 347 347 1 348 348 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 349 349 Proposed Undercut 1 350 350 soil type = GranularBackfill 1 351 351 roadway exc mult factor = 0.000001 1 352 352 subsoil exc mult factor = 0.000001 1 353 353 fill mult factor = 0.00001 1 354 354 type = line, line_string 1 355 355 lvname = x_p_mse_wall_backfill3 1 356 356 co = 53 1 357 357 1 358 358 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 359 359 Proposed Undercut 1 360 360 soil type = LevelingPad 1 361 361 roadway exc mult factor = 0.000001 1 362 362 subsoil exc mult factor = 0.000001 1 363 363 fill mult factor = 0.00001 1 364 364 type = line, line_string 1 365 365 lvname = x_p_mse_wall_backfill4 1 366 366 co = 56 1 367 367 1 368 368 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 369 369 Proposed Undercut 1 370 370 soil type = RdwyExc 1 371 371 roadway exc mult factor = 0.000001 1 372 372 subsoil exc mult factor = 0.000001 1 373 373 fill mult factor = 0.00001 1 374 374 type = line, line_string 1 375 375 lvname = x_p_mse_wall_backfill5 1 376 376 co = 57 1 377 377 1 378 378 /* For use with all Concrete Retaining Walls */ 1 379 379 Proposed Undercut 1 380 380 soil type = Pervious 1 381 381 roadway exc mult factor = 0.000001 1 382 382 subsoil exc mult factor = 0.000001 1 383 383 fill mult factor = 0.00001 1 384 384 type = line, line_string 1 385 385 lvname = x_p_conc_wall_backfill 1 386 386 co = 54 1 387 387 1 388 388 /* For use with all Concrete Retaining Walls */ 1 389 389 Proposed Undercut 1 390 390 soil type = FoundationFill 1 391 391 roadway exc mult factor = 0.000001 1 392 392 subsoil exc mult factor = 0.000001 1 393 393 fill mult factor = 0.00001 1 394 394 type = line, line_string

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1 395 395 lvname = x_p_conc_wall_foundation 1 396 396 co = 58 1 397 397 1 398 398 /* For use with CFL Parapet Wall */ 1 399 399 Proposed Undercut 1 400 400 soil type = SelectWallBackfill 1 401 401 roadway exc mult factor = 0.000001 1 402 402 subsoil exc mult factor = 0.000001 1 403 403 fill mult factor = 0.00001 1 404 404 type = line, line_string 1 405 405 lvname = x_p_conc_wall_backfill2 1 406 406 co = 52 1 407 407 1 408 408 /* For use with all Parapet Walls */ 1 409 409 Proposed Undercut 1 410 410 soil type = Pervious /* CFL ‐ Use ‐ WallBackfill */ 1 411 411 roadway exc mult factor = 0.000001 1 412 412 subsoil exc mult factor = 0.000001 1 413 413 fill mult factor = 0.00001 1 414 414 type = line, line_string 1 415 415 lvname = x_p_conc_wall_backfill 1 416 416 co = 56 1 417 417 1 418 418 /* 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

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

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1 494 494 type = line, line_string 1 495 495 lvname = x_p_sn_wall_curb_backfill 1 496 496 co = 16,175 1 497 497 1 498 498 /* For use with soil nail wall (.x30 criteria)*/ 1 499 499 Proposed Undercut 1 500 500 soil type = SNFoundationFill 1 501 501 roadway exc mult factor = 0.000001 1 502 502 subsoil exc mult factor = 0.000001 1 503 503 fill mult factor = 0.00001 1 504 504 type = line, line_string 1 505 505 lvname = x_p_sn_foundation_backfill 1 506 506 co = 58 1 507 507 1 508 508 /* For use with rockery wall (.x30 criteria)*/ 1 509 509 Proposed Undercut 1 510 510 soil type = WallBackfill 1 511 511 roadway exc mult factor = 0.000001 1 512 512 subsoil exc mult factor = 0.000001 1 513 513 fill mult factor = 0.00001 1 514 514 type = line, line_string 1 515 515 lvname = x_p_rk_wall_backfill 1 516 516 co = 55,175 1 517 517 1 518 518 /* For use with rockery wall (.x30 criteria)*/ 1 519 519 Proposed Undercut 1 520 520 soil type = Rock 1 521 521 roadway exc mult factor = 0.000001 1 522 522 subsoil exc mult factor = 0.000001 1 523 523 fill mult factor = 0.00001 1 524 524 type = line, line_string 1 525 525 lvname = x_p_rk_wall_back 1 526 526 co = 45 1 527 527 1 528 528 /* For use with rockery wall (.x30 criteria)*/ 1 529 529 Proposed Undercut 1 530 530 soil type = FoundationFill 1 531 531 roadway exc mult factor = 0.000001 1 532 532 subsoil exc mult factor = 0.000001 1 533 533 fill mult factor = 0.00001 1 534 534 type = line, line_string 1 535 535 lvname = x_p_rk_foundation_backfill 1 536 536 co = 58 1 537 537 1 538 538 /* For use with Rockery Wall, (.x30 criteria)) */ 1 539 539 Proposed Undercut 1 540 540 soil type = GranularRockBd 1 541 541 roadway exc mult factor = 0.000001 1 542 542 subsoil exc mult factor = 0.000001 1 543 543 fill mult factor = 0.00001

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1 544 544 Do not include in mass ordinate 1 545 545 type = line, line_string 1 546 546 lvname = x_p_rk_wall_backfill2 1 547 547 co = 52 1 548 548 1 549 549 /* For use with guardwall (.x30 criteria)*/ 1 550 550 Proposed Undercut 1 551 551 soil type = StructuralBackfill 1 552 552 roadway exc mult factor = 0.000001 1 553 553 subsoil exc mult factor = 0.000001 1 554 554 fill mult factor = 0.00001 1 555 555 type = line, line_string 1 556 556 lvname = x_p_gd_wall_backfill1 1 557 557 co = 50 1 558 558 1 559 559 /* For use with guardwall (.x30 criteria)*/ 1 560 560 Proposed Undercut 1 561 561 soil type = BackfillMaterial 1 562 562 roadway exc mult factor = 0.000001 1 563 563 subsoil exc mult factor = 0.000001 1 564 564 fill mult factor = 0.00001 1 565 565 type = line, line_string 1 566 566 lvname = x_p_gd_wall_backfill2 1 567 567 co = 55 1 568 568 1 569 569 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 570 570 Proposed Undercut 1 571 571 soil type = GabionRock 1 572 572 roadway exc mult factor = 0.000001 1 573 573 subsoil exc mult factor = 0.000001 1 574 574 fill mult factor = 0.00001 1 575 575 type = line, line_string 1 576 576 lvname = x_p_gfmse_wall_gabion 1 577 577 co = 78 1 578 578 1 579 579 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 580 580 Proposed Undercut 1 581 581 soil type = SelectWallBackfill 1 582 582 roadway exc mult factor = 0.000001 1 583 583 subsoil exc mult factor = 0.000001 1 584 584 fill mult factor = 0.00001 1 585 585 type = line, line_string 1 586 586 lvname = x_p_gfmse_wall_backfill1 1 587 587 co = 6 1 588 588 1 589 589 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 590 590 Proposed Undercut 1 591 591 soil type = GranularBackfill 1 592 592 roadway exc mult factor = 0.000001 1 593 593 subsoil exc mult factor = 0.000001

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1 594 594 fill mult factor = 0.00001 1 595 595 type = line, line_string 1 596 596 lvname = x_p_gfmse_wall_backfill2 1 597 597 co = 36 1 598 598 1 599 599 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 600 600 Proposed Undercut 1 601 601 soil type = GranularBackfill 1 602 602 roadway exc mult factor = 0.000001 1 603 603 subsoil exc mult factor = 0.000001 1 604 604 fill mult factor = 0.00001 1 605 605 type = line, line_string 1 606 606 lvname = x_p_gfmse_wall_embedment_slope 1 607 607 lvname = x_p_gfmse_wall_backfill3 1 608 608 co = 16,100 1 609 609 1 610 610 /* For use with Prop_SMSE_Wall (mse wall facing, (.x30 criteria)) */ 1 611 611 Proposed Undercut 1 612 612 soil type = WallFacing 1 613 613 roadway exc mult factor = 0.000001 1 614 614 subsoil exc mult factor = 0.000001 1 615 615 fill mult factor = 0.00001 1 616 616 Do not include in mass ordinate 1 617 617 type = line, line_string 1 618 618 lvname = x_p_mse_wall_facing 1 619 619 1 620 620 /* For use with all walls with Foundation Fill adhoc, (.x30 criteria)) 1 621 621 Proposed Undercut 1 622 622 soil type = FoundationFill 1 623 623 roadway exc mult factor = 0.000001 1 624 624 subsoil exc mult factor = 0.000001 1 625 625 fill mult factor = 0.00001 1 626 626 Do not include in mass ordinate 1 627 627 type = line, line_string 1 628 628 lvname = x_p_mse_wall_foundation 1 629 629 co = 58 1 630 630 1 631 631 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 158+00.00 R 1 to 163+25.00 R 1 1 639 639 */ 1 640 640 1 641 641 Write Earthwork Shapes 1 642 642 plot param

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1 643 643 lvname = x_ew_shapes 1 644 644 co = 0 1 645 645 wt = 0 1 646 646 lc = 0 1 647 647 Stratify Shape Color 1 648 648 1 649 649 Combine common exc + subgrade exc 1 650 650 1 651 651 Add Accumulated Unadjusted Volume Column 1 652 652 1 653 653 End Area Decimal Places = 2 1 654 654 1 655 655 1 656 656 1 657 657 /************ The following code creates a column based ASCII file for importing **************/ 1 658 658 /************ into an Excel spreadsheet initially created by S. Pratt 3/24/2006 **************/ 1 659 659 /************ The name of this file is ^WFL_earthwork.xls^ and can be found on **************/ 1 660 660 /************ under the WFL server X:\V8i_Resource\X_30\Standards\Bin 1 661 661 /************ Instructions for using the spreadsheet can be found on it's 1st tab **************/ 1 662 662 /************ The syntax and spreadsheet is used for creating SUBTOTALS of various *************/ 1 663 663 /************ volumes for placement at the bottom of Plan/Profile sheets. **************/ 1 664 664 /************ The code below is WFL specific. FOR .X30 CRITERIA USAGE!

1 665 665 /************ The file that gets created is named ^earthwork.txt^ 1 666 666 1 667 667 1 668 668 1 669 669 write column base ascii file = yell1102_YNE01_earthwork.txt 1 670 670 1 671 671 column 2 formula = abs( ["RdwyExc", Common Exc, Unadjusted Volumes] 1 672 672 ["RdwyExc", Subgrade Exc, Unadjusted Volumes] ) 1 673 673 column 2 number of decimal place = 2 1 674 674 column 2 total length = 10

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1 675 675 1 676 676 column 3 formula = abs( ["RdwyExc", Fill, Unadjusted Volumes] ) 1 677 677 column 3 number of decimal place = 2 1 678 678 column 3 total length = 10 1 679 679 1 680 680 column 4 formula = abs( ["Subexcavation", Common Exc, Unadjusted Volumes] + 1 681 681 ["Subexcavation", Subgrade Exc, Unadjusted Volumes] + 1 682 682 ["Subexcavation", Subsoil Exc, Unadjusted Volumes] ) 1 683 683 column 4 number of decimal place = 2 1 684 684 column 4 total length = 10 1 685 685 1 686 686 column 5 formula = abs( ["SubExBackfill", Fill, Unadjusted Volumes] 1 687 687 column 5 number of decimal place = 2 1 688 688 column 5 total length = 10 1 689 689 1 690 690 column 6 formula = abs( ["Topsoil", Common Exc, Unadjusted Volumes] 1 691 691 ["Topsoil", Subgrade Exc, Unadjusted Volumes] + 1 692 692 ["Topsoil", Subsoil Exc, Unadjusted Volumes] ) 1 693 693 column 6 number of decimal place = 2 1 694 694 column 6 total length = 10 1 695 695 1 696 696 Process Earthwork for Baseline = YNE01 1 697 697 job number = 112 1 698 698 1 699 699 beg sta = 46+00.00 R 1 1 700 700 end sta = 58+00.00 R 1 1 701 701

0 0 702 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = YNE01

COMPUTING EARTHWORKS FOR JOB = 112

FORMING LIST OF XSCELLS

BEGINNING EARTHWORKS COMPUTATION

Page: 15

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

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

yd.)

46+00.00 RDWYEXC

Excavation 70.01 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.14 0 0 1.00 0 0

EXISTPAVEMENT

Excavation 15.88 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 0 0 Mass ordinate for EXISTPAVEMENT = 0

TOPSOIL

Excavation 9.83 0 0 0.00 0 Subsoil Exc 0.14 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 9.93 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 10.84 0 0 0.00 0 0

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.20 0 0 0.00 0 0

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 0 0 0.00 0 0

46+25.00 RDWYEXC

Excavation 97.56 78 78 1.00 78 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 78 0

EXISTPAVEMENT

Excavation 0.00 7 7 1.00 7 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 78 0 Mass ordinate for EXISTPAVEMENT = 7

TOPSOIL

Excavation 0.00 4 0 0.00 4

Page: 16

Subsoil Exc 0.00 0 0 0.00 0 Fill 0.00 0 0 0.00 78 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 9.93 9 0 0.00 78 9

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 78 10

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 10 0 0.00 78 10

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 35 0 0.00 78 35

46+50.00 RDWYEXC

Excavation 76.35 81 81 1.00 159 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.19 0 0 1.00 159 0

EXISTPAVEMENT

Excavation 6.82 3 3 1.00 10 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 159 0 Mass ordinate for EXISTPAVEMENT = 10

TOPSOIL

Excavation 15.84 8 0 0.00 12 Subsoil Exc 0.19 0 0 0.00 0 Fill 0.00 0 0 0.00 159 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 9.93 9 0 0.00 159 18

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.40 10 0 0.00 159 20

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.42 10 0 0.00 159 20

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 41.27 37 0 0.00 159 72

Page: 17

46+75.00 RDWYEXC

Excavation 75.64 70 70 1.00 229 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.12 0 0 1.00 229 0

EXISTPAVEMENT

Excavation 5.36 6 6 1.00 16 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 229 0 Mass ordinate for EXISTPAVEMENT = 16

TOPSOIL

Excavation 16.75 15 0 0.00 27 Subsoil Exc 0.12 0 0 0.00 0 Fill 0.00 0 0 0.00 229 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 9.93 9 0 0.00 229 27

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 229 30

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 10 0 0.00 229 30

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 40.39 38 0 0.00 229 110

47+00.00 RDWYEXC

Excavation 60.45 63 63 1.00 292 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.27 0 0 1.00 292 0

EXISTPAVEMENT

Excavation 14.96 9 9 1.00 25 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 292 0 Mass ordinate for EXISTPAVEMENT = 25

TOPSOIL

Excavation 8.23 11 0 0.00 38 Subsoil Exc 0.27 0 0 0.00 0 Fill 0.00 0 0 0.00 292 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 9.93 9 0 0.00 292 36

Page: 18

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 292 40

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 10 0 0.00 292 40

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 39.40 37 0 0.00 292 147

47+25.00 RDWYEXC

Excavation 59.39 55 55 1.00 347 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.34 0 0 1.00 347 0

EXISTPAVEMENT

Excavation 11.85 12 12 1.00 37 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 347 0 Mass ordinate for EXISTPAVEMENT = 37

TOPSOIL

Excavation 10.41 9 0 0.00 47 Subsoil Exc 0.34 0 0 0.00 0 Fill 0.00 0 0 0.00 347 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 9.97 9 0 0.00 347 45

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.55 10 0 0.00 347 50

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.28 10 0 0.00 347 50

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.00 36 0 0.00 347 183

47+50.00 RDWYEXC

Excavation 53.56 52 52 1.00 399 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.35 0 0 1.00 399 0

EXISTPAVEMENT

Excavation 10.98 11 11 1.00 48

Page: 19

Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 399 0 Mass ordinate for EXISTPAVEMENT = 48

TOPSOIL

Excavation 10.41 10 0 0.00 57 Subsoil Exc 0.35 0 0 0.00 0 Fill 0.00 0 0 0.00 399 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 9.93 9 0 0.00 399 54

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 399 60

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 10 0 0.00 399 60

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 35 0 0.00 399 218

47+57.99 RDWYEXC

Excavation 53.46 15 15 1.00 414 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.35 0 0 1.00 414 0

EXISTPAVEMENT

Excavation 10.98 3 3 1.00 51 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 414 0 Mass ordinate for EXISTPAVEMENT = 51

TOPSOIL

Excavation 10.30 4 0 0.00 61 Subsoil Exc 0.35 0 0 0.00 0 Fill 0.00 0 0 0.00 414 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 9.92 3 0 0.00 414 57

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 3 0 0.00 414 63

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0

Page: 20

Fill 11.24 3 0 0.00 414 63

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 11 0 0.00 414 229

47+75.00 RDWYEXC

Excavation 53.08 33 33 1.00 447 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.46 0 0 1.00 447 0

EXISTPAVEMENT

Excavation 10.99 7 7 1.00 58 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 447 0 Mass ordinate for EXISTPAVEMENT = 58

TOPSOIL

Excavation 10.06 6 0 0.00 67 Subsoil Exc 0.46 0 0 0.00 0 Fill 0.00 0 0 0.00 447 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 9.92 6 0 0.00 447 63

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 7 0 0.00 447 70

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 7 0 0.00 447 70

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 24 0 0.00 447 253

48+00.00 RDWYEXC

Excavation 51.42 48 48 1.00 495 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.43 0 0 1.00 495 0

EXISTPAVEMENT

Excavation 11.00 10 10 1.00 68 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 495 0 Mass ordinate for EXISTPAVEMENT = 68

TOPSOIL

Excavation 9.96 9 0 0.00 76 Subsoil Exc 0.43 0 0 0.00 0 Fill 0.00 0 0 0.00 495 0

Page: 21

Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.93 9 0 0.00 495 72

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 495 80

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.99 10 0 0.00 495 80

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.29 35 0 0.00 495 288

48+25.00 RDWYEXC

Excavation 51.81 48 48 1.00 543 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.31 0 0 1.00 543 0

EXISTPAVEMENT

Excavation 10.93 10 10 1.00 78 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 543 0 Mass ordinate for EXISTPAVEMENT = 78

TOPSOIL

Excavation 12.46 10 0 0.00 86 Subsoil Exc 0.31 0 0 0.00 0 Fill 0.00 0 0 0.00 543 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 9.93 9 0 0.00 543 81

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 543 90

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.03 10 0 0.00 543 90

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.25 35 0 0.00 543 323

48+50.00 RDWYEXC

Page: 22

Excavation 48.94 47 47 1.00 590 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.84 1 1 1.00 589 1

EXISTPAVEMENT

Excavation 10.85 10 10 1.00 88 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 589 0 Mass ordinate for EXISTPAVEMENT = 88

TOPSOIL

Excavation 12.52 11 0 0.00 97 Subsoil Exc 0.78 1 0 0.00 1 Fill 0.00 0 0 0.00 589 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 10.14 9 0 0.00 589 90

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 589 100

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.07 10 0 0.00 589 100

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.21 35 0 0.00 589 358

48+75.00 RDWYEXC

Excavation 46.70 45 45 1.00 635 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.38 1 1 1.00 633 2

EXISTPAVEMENT

Excavation 10.77 10 10 1.00 98 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 633 0 Mass ordinate for EXISTPAVEMENT = 98

TOPSOIL

Excavation 10.25 10 0 0.00 107 Subsoil Exc 0.38 1 0 0.00 2 Fill 0.00 0 0 0.00 633 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 9.97 9 0 0.00 633 99

LAYER2

Excavation 0.00 0 0 0.00 0

Page: 23

Subsoil Exc 0.00 0 0 0.00 0 Fill 10.61 10 0 0.00 633 110

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.13 10 0 0.00 633 110

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.14 35 0 0.00 633 393

49+00.00 RDWYEXC

Excavation 48.61 44 44 1.00 679 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.37 0 0 1.00 677 2

EXISTPAVEMENT

Excavation 10.74 10 10 1.00 108 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 677 0 Mass ordinate for EXISTPAVEMENT = 108

TOPSOIL

Excavation 10.02 10 0 0.00 117 Subsoil Exc 0.37 0 0 0.00 2 Fill 0.00 0 0 0.00 677 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 9.88 9 0 0.00 677 108

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 677 120

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 10 0 0.00 677 120

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 35 0 0.00 677 428

49+25.00 RDWYEXC

Excavation 47.70 45 45 1.00 724 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.55 0 0 1.00 722 2

EXISTPAVEMENT

Excavation 10.73 10 10 1.00 118 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 722 0

Page: 24

Mass ordinate for EXISTPAVEMENT = 118

TOPSOIL

Excavation 9.76 10 0 0.00 127 Subsoil Exc 0.55 0 0 0.00 2 Fill 0.00 0 0 0.00 722 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 9.93 9 0 0.00 722 117

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 722 130

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.26 10 0 0.00 722 130

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.02 35 0 0.00 722 463

49+50.00 RDWYEXC

Excavation 47.78 44 44 1.00 768 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.41 0 0 1.00 766 2

EXISTPAVEMENT

Excavation 10.73 10 10 1.00 128 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 766 0 Mass ordinate for EXISTPAVEMENT = 128

TOPSOIL

Excavation 12.27 11 0 0.00 138 Subsoil Exc 0.41 0 0 0.00 2 Fill 0.00 0 0 0.00 766 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 9.96 9 0 0.00 766 126

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.55 10 0 0.00 766 140

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 10 0 0.00 766 140

LAYER4

Page: 25

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 35 0 0.00 766 498

49+75.00 RDWYEXC

Excavation 46.53 44 44 1.00 812 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.36 0 0 1.00 810 2

EXISTPAVEMENT

Excavation 10.74 10 10 1.00 138 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 810 0 Mass ordinate for EXISTPAVEMENT = 138

TOPSOIL

Excavation 11.86 12 0 0.00 150 Subsoil Exc 0.36 0 0 0.00 2 Fill 0.00 0 0 0.00 810 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 9.78 9 0 0.00 810 135

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.57 10 0 0.00 810 150

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.25 10 0 0.00 810 150

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 35 0 0.00 810 533

50+00.00 RDWYEXC

Excavation 45.47 42 42 1.00 854 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.30 0 0 1.00 852 2

EXISTPAVEMENT

Excavation 10.74 10 10 1.00 148 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 852 0 Mass ordinate for EXISTPAVEMENT = 148

TOPSOIL

Excavation 11.87 11 0 0.00 161 Subsoil Exc 0.30 0 0 0.00 2 Fill 0.00 0 0 0.00 852 0 Mass ordinate for TOPSOIL = 0

LAYER1

Page: 26

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.89 9 0 0.00 852 144

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 852 160

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 10 0 0.00 852 160

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 35 0 0.00 852 568

50+25.00 RDWYEXC

Excavation 45.80 43 43 1.00 897 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.18 0 0 1.00 895 2

EXISTPAVEMENT

Excavation 10.74 10 10 1.00 158 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 895 0 Mass ordinate for EXISTPAVEMENT = 158

TOPSOIL

Excavation 11.65 10 0 0.00 171 Subsoil Exc 0.18 0 0 0.00 2 Fill 0.00 0 0 0.00 895 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 9.93 9 0 0.00 895 153

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 895 170

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 10 0 0.00 895 170

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 35 0 0.00 895 603

50+50.00 RDWYEXC

Excavation 46.16 42 42 1.00 939 Subsoil Exc 0.00 0 0 1.00 0

Page: 27

Fill 0.14 0 0 1.00 937 2

EXISTPAVEMENT

Excavation 10.74 10 10 1.00 168 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 937 0 Mass ordinate for EXISTPAVEMENT = 168

TOPSOIL

Excavation 11.91 11 0 0.00 182 Subsoil Exc 0.14 0 0 0.00 2 Fill 0.00 0 0 0.00 937 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 10.01 9 0 0.00 937 162

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.50 10 0 0.00 937 180

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 10 0 0.00 937 180

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 35 0 0.00 937 638

50+75.00 RDWYEXC

Excavation 44.29 42 42 1.00 981 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.23 0 0 1.00 979 2

EXISTPAVEMENT

Excavation 10.74 10 10 1.00 178 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 979 0 Mass ordinate for EXISTPAVEMENT = 178

TOPSOIL

Excavation 12.18 11 0 0.00 193 Subsoil Exc 0.23 0 0 0.00 2 Fill 0.00 0 0 0.00 979 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 9.89 9 0 0.00 979 171

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.48 10 0 0.00 979 190

Page: 28

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.33 10 0 0.00 979 190

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.08 35 0 0.00 979 673

51+00.00 RDWYEXC

Excavation 38.67 39 39 1.00 1020 Subsoil Exc 0.00 0 0 1.00 0 Fill 2.97 1 1 1.00 1017 3

EXISTPAVEMENT

Excavation 10.71 10 10 1.00 188 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 1017 0 Mass ordinate for EXISTPAVEMENT = 188

TOPSOIL

Excavation 9.34 9 0 0.00 202 Subsoil Exc 2.97 1 0 0.00 3 Fill 0.00 0 0 0.00 1017 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 9.53 9 0 0.00 1017 180

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.93 10 0 0.00 1017 200

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.32 10 0 0.00 1017 200

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.01 35 0 0.00 1017 708

51+25.00 RDWYEXC

Excavation 34.97 34 34 1.00 1054 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.99 2 2 1.00 1049 5

EXISTPAVEMENT

Excavation 10.66 10 10 1.00 198 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 1049 0 Mass ordinate for EXISTPAVEMENT = 198

TOPSOIL

Page: 29

Excavation 8.57 9 0 0.00 211 Subsoil Exc 0.99 2 0 0.00 5 Fill 0.00 0 0 0.00 1049 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 9.93 9 0 0.00 1049 189

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 1049 210

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 10 0 0.00 1049 210

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 35 0 0.00 1049 743

51+50.00 RDWYEXC

Excavation 29.74 30 30 1.00 1084 Subsoil Exc 0.00 0 0 1.00 0 Fill 1.20 1 1 1.00 1078 6

EXISTPAVEMENT

Excavation 10.57 10 10 1.00 208 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 1078 0 Mass ordinate for EXISTPAVEMENT = 208

TOPSOIL

Excavation 8.20 8 0 0.00 219 Subsoil Exc 1.13 1 0 0.00 6 Fill 0.00 0 0 0.00 1078 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 9.93 9 0 0.00 1078 198

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 1078 220

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.03 10 0 0.00 1078 220

LAYER4

Excavation 0.00 0 0 0.00 0

Page: 30

Fill 38.25 35 0 0.00 1078 778

51+75.00 RDWYEXC

Excavation 24.62 25 25 1.00 1109 Subsoil Exc 0.00 0 0 1.00 0 Fill 2.42 2 2 1.00 1101 8

EXISTPAVEMENT

Excavation 10.50 10 10 1.00 218 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 1101 0 Mass ordinate for EXISTPAVEMENT = 218

TOPSOIL

Excavation 7.75 7 0 0.00 226 Subsoil Exc 1.97 1 0 0.00 7 Fill 0.00 0 0 0.00 1101 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 9.93 9 0 0.00 1101 207

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 1101 230

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.07 10 0 0.00 1101 230

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.21 35 0 0.00 1101 813

52+00.00 RDWYEXC

Excavation 17.65 20 20 1.00 1129 Subsoil Exc 0.00 0 0 1.00 0 Fill 4.11 3 3 1.00 1118 11

EXISTPAVEMENT

Excavation 10.54 10 10 1.00 228 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 1118 0 Mass ordinate for EXISTPAVEMENT = 228

TOPSOIL

Excavation 7.21 7 0 0.00 233 Subsoil Exc 2.89 2 0 0.00 9 Fill 0.00 0 0 0.00 1118 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0

Page: 31

Fill 9.93 9 0 0.00 1118 216

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 10 0 0.00 1118 240

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.24 10 0 0.00 1118 240

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.04 35 0 0.00 1118 848

52+02.03 RDWYEXC

Excavation 17.15 1 1 1.00 1130 Subsoil Exc 0.00 0 0 1.00 0 Fill 4.27 0 0 1.00 1119 11

EXISTPAVEMENT

Excavation 10.54 1 1 1.00 229 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 1119 0 Mass ordinate for EXISTPAVEMENT = 229

TOPSOIL

Excavation 7.16 0 0 0.00 233 Subsoil Exc 2.98 0 0 0.00 9 Fill 0.00 0 0 0.00 1119 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 9.93 1 0 0.00 1119 217

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.58 1 0 0.00 1119 241

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.12 1 0 0.00 1119 241

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.15 3 0 0.00 1119 851

52+25.00 RDWYEXC

Excavation 12.25 12 12 1.00 1142 Subsoil Exc 0.00 0 0 1.00 0 Fill 4.66 4 4 1.00 1127 15

EXISTPAVEMENT

Page: 32

Excavation 10.58 9 9 1.00 238 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 1127 0 Mass ordinate for EXISTPAVEMENT = 238

TOPSOIL

Excavation 6.28 6 0 0.00 239 Subsoil Exc 3.15 3 0 0.00 12 Fill 0.00 0 0 0.00 1127 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 9.95 8 0 0.00 1127 225

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.60 9 0 0.00 1127 250

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.25 10 0 0.00 1127 251

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 38.06 32 0 0.00 1127 883

52+50.00 RDWYEXC

Excavation 8.01 9 9 1.00 1151 Subsoil Exc 0.00 0 0 1.00 0 Fill 7.72 6 6 1.00 1130 21

EXISTPAVEMENT

Excavation 10.56 10 10 1.00 248 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 1130 0 Mass ordinate for EXISTPAVEMENT = 248

TOPSOIL

Excavation 3.68 5 0 0.00 244 Subsoil Exc 5.36 4 0 0.00 16 Fill 0.00 0 0 0.00 1130 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 10.65 10 0 0.00 1130 235

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 11.30 10 0 0.00 1130 260

LAYER3

Page: 33

Subsoil Exc 0.00 0 0 0.00 0 Fill 11.96 11 0 0.00 1130 262

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 40.22 36 0 0.00 1130 919

52+75.00 RDWYEXC

Excavation 4.86 6 6 1.00 1157 Subsoil Exc 0.00 0 0 1.00 0 Fill 17.58 12 12 1.00 1124 33

EXISTPAVEMENT

Excavation 10.49 10 10 1.00 258 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 1124 0 Mass ordinate for EXISTPAVEMENT = 258

TOPSOIL

Excavation 2.13 3 0 0.00 247 Subsoil Exc 10.02 7 0 0.00 23 Fill 0.00 0 0 0.00 1124 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 12.27 11 0 0.00 1124 246

LAYER2

Subsoil Exc 0.00 0 0 0.00