Eearthwork_YNE01_South_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 63+25.00 to 66+75

File: c:\pw‐work\d0437239\Eearthwork_YNE01_Asphalt Section.log 10/21/2019, 5:27:24 PM

Input File:

pw:\Montana\YELL_North_Entrance\MT_NPS_YELL_11(2)\Development\CADD\Design\V8_EARTHWORK _YNE01_Asphalt Sections.inp Output File: Eearthwork_YNE01_Asphalt Section.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 1 46 46 fill mult factor = 1.00 1 47 47 type = line, line_string

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1 48 48 lvname = x_p_mse_wall_exc 1 49 49 co = 32 1 50 50 1 51 51 /* For use with subex types 1 and 2 */ 1 52 52 Existing Unsuitable Material 1 53 53 soil type = Subexcavation 1 54 54 roadway exc mult factor = 1.00 1 55 55 subsoil exc mult factor = 1.00 1 56 56 fill mult factor = 1.00 1 57 57 type = line, line_string 1 58 58 lvname = x_p_subex_exc2 1 59 59 co = 20 1 60 60 1 61 61 /* For use with all Concrete Retaining Walls */ 1 62 62 Existing Unsuitable Material 1 63 63 soil type = ConcWallStrucExc 1 64 64 roadway exc mult factor = 1.00 1 65 65 subsoil exc mult factor = 1.00 1 66 66 fill mult factor = 1.00 1 67 67 type = line, line_string 1 68 68 lvname = x_p_conc_wall_str_exc 1 69 69 co = 21 1 70 70 1 71 71 /* For use with REHAB typicals */ 1 72 72 Existing Unsuitable Material 1 73 73 soil type = ColdRecycle 1 74 74 roadway exc mult factor = 1.00 1 75 75 subsoil exc mult factor = 1.00 1 76 76 fill mult factor = 1.00 1 77 77 type = line, line_string 1 78 78 lvname = x_p_milling_exc 1 79 79 co = 22 1 80 80 1 81 81 /* For use with Existing Features typicals */ 1 82 82 Existing Unsuitable Material 1 83 83 soil type = ExistPavement 1 84 84 roadway exc mult factor = 1.00 1 85 85 subsoil exc mult factor = 1.00 1 86 86 fill mult factor = 1.00 1 87 87 type = line, line_string 1 88 88 lvname = x_e_pave_surface 1 89 89 co = 1 1 90 90 1 91 91 /* For use with Existing Features typicals (.x30 criteria)*/ 1 92 92 Existing Unsuitable Material 1 93 93 soil type = ExistPavementLayer2 1 94 94 roadway exc mult factor = 1.00 1 95 95 subsoil exc mult factor = 1.00 1 96 96 fill mult factor = 1.00 1 97 97 type = line, line_string 1 98 98 lvname = x_e_pave_surface2 1 99 99 co = 2

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1 100 100 1 101 101 /* For use with Existing Features typicals (.x30 criteria)*/ 1 102 102 Existing Unsuitable Material 1 103 103 soil type = ExistGravel 1 104 104 roadway exc mult factor = 1.00 1 105 105 subsoil exc mult factor = 1.00 1 106 106 fill mult factor = 1.00 1 107 107 type = line, line_string 1 108 108 lvname = x_e_gravel_surface 1 109 109 co = 3 1 110 110 1 111 111 Existing Unsuitable Material 1 112 112 soil type = Topsoil 1 113 113 roadway exc mult factor = 0.000001 1 114 114 subsoil exc mult factor = 0.000001 1 115 115 fill mult factor = 0.000001 1 116 116 type = line, line_string 1 117 117 lvname = x_e_topsoil_layer 1 118 118 co = 23 1 119 119 1 120 120 /* For use with soil nail wall (.x30 criteria)*/ 1 121 121 Existing Unsuitable Material 1 122 122 soil type = SnWallStrExc 1 123 123 roadway exc mult factor = 1.00 1 124 124 subsoil exc mult factor = 1.00 1 125 125 fill mult factor = 1.00 1 126 126 type = line, line_string 1 127 127 lvname = x_p_sn_wall_str_exc 1 128 128 co = 57 1 129 129 1 130 130 /* For use with rockery wall (.x30 criteria)*/ 1 131 131 Existing Unsuitable Material 1 132 132 soil type = RockeryWallStrExc 1 133 133 roadway exc mult factor = 1.00 1 134 134 subsoil exc mult factor = 1.00 1 135 135 fill mult factor = 1.00 1 136 136 type = line, line_string 1 137 137 lvname = x_p_rk_wall_str_exc 1 138 138 co = 88 1 139 139 1 140 140 /* For use with guardwall (.x30 criteria)*/ 1 141 141 Existing Unsuitable Material 1 142 142 soil type = GuardwallStrucExc 1 143 143 roadway exc mult factor = 1.00 1 144 144 subsoil exc mult factor = 1.00 1 145 145 fill mult factor = 1.00 1 146 146 type = line, line_string 1 147 147 lvname = x_p_gd_wall_str_exc 1 148 148 co = 90 1 149 149 1 150 150 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 151 151 Existing Suitable Material

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1 152 152 soil type = GfmseWallExc 1 153 153 roadway exc mult factor = 1.00 1 154 154 subsoil exc mult factor = 1.00 1 155 155 fill mult factor = 1.00 1 156 156 type = line, line_string 1 157 157 lvname = x_p_gfmse_wall_excav 1 158 158 co = 208 1 159 159 1 160 160 1 161 161 1 162 162 1 163 163 /* color 15 is used for the concrete footing for Prop_Cut_Wall1 and */ 1 164 164 /* color 15,0 are used for the stem for Prop_Cut_Wall1 */ 1 165 165 /* color 0 are used for the "face" of the wall for 3D models */ 1 166 166 /* color 0 is used for the Curb Surface Symbology */ 1 167 167 1 168 168 Proposed Finish Grade 1 169 169 soil type = RdwyExc 1 170 170 roadway exc mult factor = 1.00 1 171 171 subsoil exc mult factor = 1.00 1 172 172 fill mult factor = 1.00 1 173 173 type = line, line_string 1 174 174 lvname = x_p_cutslope 1 175 175 lvname = x_p_ditchslope 1 176 176 lvname = x_p_fillslope 1 177 177 lvname = x_p_foreslope 1 178 178 lvname = x_p_pave_layer_top 1 179 179 lvname = x_p_pave_layer_top_curb3_c 1 180 180 lvname = x_p_pave_layer_top_curb3_e 1 181 181 lvname = x_p_conc_wall_below 1 182 182 lvname = x_p_conc_wall_above 1 183 183 lvname = x_p_conc_wall_gutter 1 184 184 lvname = x_p_conc_wall_front 1 185 185 lvname = x_p_curb_top 1 186 186 lvname = x_p_curb_bottom 1 187 187 lvname = x_p_curb3_top 1 188 188 lvname = x_p_curb3_back_c 1 189 189 lvname = x_p_curb3_back_e 1 190 190 lvname = x_p_curb3_face 1 191 191 lvname = x_p_curb3_under_c 1 192 192 lvname = x_p_curb3_under_e 1 193 193 lvname = x_p_parkway_top 1 194 194 lvname = x_p_sidewalk_layer_top 1 195 195 lvname = x_p_sn_wall_face 1 196 196 lvname = x_p_sn_wall_top 1 197 197 lvname = x_p_rk_wall_face 1 198 198 lvname = x_p_rk_wall_top 1 199 199 lvname = x_p_gd_wall_above 1 200 200 lvname = x_p_gd_wall_below 1 201 201 lvname = x_p_conc_median_top 1 202 202 lvname = x_p_conc_median_bottom 1 203 203 lvname = x_p_mse_wall_front

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1 204 204 lvname = x_p_mse_wall_veneer 1 205 205 lvname = x_p_wall_top 1 206 206 lvname = x_p_wall_seeding 1 207 207 lvname = x_p_gfmse_wall_pfg 1 208 208 lvname = x_p_rk_wall_tier 1 209 209 /* lvname = x_p_gfmse_wall_embedment_slope */ 1 210 210 1 211 211 1 212 212 /* co = 0,1,15,29,40,42,43,44,49,51,52,54,82,128,178,229,233,234,235,236,247 */ 1 213 213 1 214 214 Proposed Undercut 1 215 215 soil type = Topsoil 1 216 216 roadway exc mult factor = 0.000001 1 217 217 subsoil exc mult factor = 0.000001 1 218 218 fill mult factor = 0.000001 1 219 219 type = line, line_string 1 220 220 lvname=x_p_topsoil_backfill 1 221 221 co = 20 1 222 222 1 223 223 Proposed Undercut 1 224 224 soil type = Layer1 1 225 225 roadway exc mult factor = 0.000001 1 226 226 subsoil exc mult factor = 0.000001 1 227 227 fill mult factor = 0.000001 1 228 228 type = line, line_string 1 229 229 lvname = x_p_pave_layer_1 1 230 230 co = 22 1 231 231 1 232 232 Proposed Undercut 1 233 233 soil type = Layer2 1 234 234 roadway exc mult factor = 0.000001 1 235 235 subsoil exc mult factor = 0.000001 1 236 236 fill mult factor = 0.000001 1 237 237 type = line, line_string 1 238 238 lvname = x_p_pave_layer_2 1 239 239 co = 23 1 240 240 1 241 241 Proposed Undercut 1 242 242 soil type = Layer3 1 243 243 roadway exc mult factor = 0.000001 1 244 244 subsoil exc mult factor = 0.000001 1 245 245 fill mult factor = 0.000001 1 246 246 type = line, line_string 1 247 247 lvname = x_p_pave_layer_3 1 248 248 co = 24 1 249 249 1 250 250 Proposed Undercut 1 251 251 soil type = Layer4 1 252 252 roadway exc mult factor = 0.000001 1 253 253 subsoil exc mult factor = 0.000001 1 254 254 fill mult factor = 0.000001

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1 255 255 type = line, line_string 1 256 256 lvname = x_p_pave_layer_4 1 257 257 co = 25 1 258 258 1 259 259 Proposed Undercut 1 260 260 soil type = Layer5 1 261 261 roadway exc mult factor = 0.000001 1 262 262 subsoil exc mult factor = 0.000001 1 263 263 fill mult factor = 0.000001 1 264 264 type = line, line_string 1 265 265 lvname = x_p_pave_layer_5 1 266 266 co = 26 1 267 267 1 268 268 /* For use with x20 sidewalks */ 1 269 269 Proposed Undercut 1 270 270 soil type = SidewalkLayer1 1 271 271 roadway exc mult factor = 0.000001 1 272 272 subsoil exc mult factor = 0.000001 1 273 273 fill mult factor = 0.000001 1 274 274 type = line, line_string 1 275 275 lvname = x_p_sidewalk_layer_1 1 276 276 co = 35 1 277 277 1 278 278 /* For use with x20 sidewalks */ 1 279 279 Proposed Undercut 1 280 280 soil type = SidewalkLayer2 1 281 281 roadway exc mult factor = 0.000001 1 282 282 subsoil exc mult factor = 0.000001 1 283 283 fill mult factor = 0.000001 1 284 284 type = line, line_string 1 285 285 lvname = x_p_sidewalk_layer_2 1 286 286 co = 36 1 287 287 1 288 288 /* For use with x20 sidewalks */ 1 289 289 Proposed Undercut 1 290 290 soil type = SidewalkLayer3 1 291 291 roadway exc mult factor = 0.000001 1 292 292 subsoil exc mult factor = 0.000001 1 293 293 fill mult factor = 0.000001 1 294 294 type = line, line_string 1 295 295 lvname = x_p_sidewalk_layer_3 1 296 296 co = 37 1 297 297 1 298 298 /* For use with x20 sidewalks */ 1 299 299 Proposed Undercut 1 300 300 soil type = SidewalkLayer4 1 301 301 roadway exc mult factor = 0.000001 1 302 302 subsoil exc mult factor = 0.000001 1 303 303 fill mult factor = 0.000001 1 304 304 type = line, line_string 1 305 305 lvname = x_p_sidewalk_layer_4 1 306 306 co = 38

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1 307 307 1 308 308 /* For use with x20 subex criteria */ 1 309 309 Proposed Undercut 1 310 310 soil type = SubExBackfill 1 311 311 roadway exc mult factor = 0.000001 1 312 312 subsoil exc mult factor = 0.000001 1 313 313 fill mult factor = 0.00001 1 314 314 type = line, line_string 1 315 315 lvname = x_p_subex_backfill1 1 316 316 co = 40 1 317 317 1 318 318 /* For use with subex type 2 */ 1 319 319 Proposed Undercut 1 320 320 soil type = RdwyExc 1 321 321 roadway exc mult factor = 0.000001 1 322 322 subsoil exc mult factor = 0.000001 1 323 323 fill mult factor = 0.00001 1 324 324 type = line, line_string 1 325 325 lvname = x_p_subex_backfill2 1 326 326 co = 41 1 327 327 1 328 328 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 329 329 Proposed Undercut 1 330 330 soil type = SelectWallBackfill 1 331 331 roadway exc mult factor = 0.000001 1 332 332 subsoil exc mult factor = 0.000001 1 333 333 fill mult factor = 0.00001 1 334 334 type = line, line_string 1 335 335 lvname = x_p_mse_wall_backfill1 1 336 336 co = 51 1 337 337 1 338 338 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 339 339 Proposed Undercut 1 340 340 soil type = SelectWallBackfill 1 341 341 roadway exc mult factor = 0.000001 1 342 342 subsoil exc mult factor = 0.000001 1 343 343 fill mult factor = 0.00001 1 344 344 type = line, line_string 1 345 345 lvname = x_p_mse_wall_backfill2 1 346 346 co = 52 1 347 347 1 348 348 /* For use with Prop_MSE_Wall1 (mse fill wall) */ 1 349 349 Proposed Undercut 1 350 350 soil type = GranularBackfill 1 351 351 roadway exc mult factor = 0.000001 1 352 352 subsoil exc mult factor = 0.000001 1 353 353 fill mult factor = 0.00001 1 354 354 type = line, line_string 1 355 355 lvname = x_p_mse_wall_backfill3 1 356 356 co = 53 1 357 357 1 358 358 /* For use with Prop_MSE_Wall1 (mse fill wall) */

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

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1 411 411 roadway exc mult factor = 0.000001 1 412 412 subsoil exc mult factor = 0.000001 1 413 413 fill mult factor = 0.00001 1 414 414 type = line, line_string 1 415 415 lvname = x_p_conc_wall_backfill 1 416 416 co = 56 1 417 417 1 418 418 /* For use with REHAB typicals */ 1 419 419 Proposed Undercut 1 420 420 soil type = ColdRecycle 1 421 421 roadway exc mult factor = 0.00001 1 422 422 subsoil exc mult factor = 0.00001 1 423 423 fill mult factor = 0.00001 1 424 424 type = line, line_string 1 425 425 lvname = x_p_milling_backfill 1 426 426 co = 57 1 427 427 1 428 428 /* For use with REHAB typicals */ 1 429 429 Proposed Undercut 1 430 430 soil type = PavedShoulder 1 431 431 roadway exc mult factor = 0.00001 1 432 432 subsoil exc mult factor = 0.00001 1 433 433 fill mult factor = 0.00001 1 434 434 type = line, line_string 1 435 435 lvname = x_p_pave_shd_backfill 1 436 436 co = 58 1 437 437 1 438 438 /* For use with REHAB typicals */ 1 439 439 Proposed Undercut 1 440 440 soil type = PreLevel 1 441 441 roadway exc mult factor = 0.00001 1 442 442 subsoil exc mult factor = 0.00001 1 443 443 fill mult factor = 0.00001 1 444 444 type = line, line_string 1 445 445 lvname = x_p_rehab_prelevel 1 446 446 co = 59 1 447 447 1 448 448 /* For use with CFL Type 3 curb special aggregate shoulder backfill (.x30 criteria)*/ 1 449 449 Proposed Undercut 1 450 450 soil type = ShoulderBackfill 1 451 451 roadway exc mult factor = 0.00001 1 452 452 subsoil exc mult factor = 0.00001 1 453 453 fill mult factor = 0.00001 1 454 454 type = line, line_string 1 455 455 lvname = x_p_shoulder_backfill 1 456 456 co = 72 1 457 457 1 458 458 /* For use with CFL paved ditches (.x30 criteria)*/ 1 459 459 Proposed Undercut 1 460 460 soil type = PavedDitchBackfill 1 461 461 roadway exc mult factor = 0.00001

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1 462 462 subsoil exc mult factor = 0.00001 1 463 463 fill mult factor = 0.00001 1 464 464 type = line, line_string 1 465 465 lvname = x_p_pave_ditch_layer_1 1 466 466 co = 27 1 467 467 1 468 468 /* For use with soil nail wall (.x30 criteria)*/ 1 469 469 Proposed Undercut 1 470 470 soil type = BackfillMaterial 1 471 471 roadway exc mult factor = 0.000001 1 472 472 subsoil exc mult factor = 0.000001 1 473 473 fill mult factor = 0.00001 1 474 474 type = line, line_string 1 475 475 lvname = x_p_sn_wall_backfill 1 476 476 co = 55,175 1 477 477 1 478 478 /* For use with soil nail wall (.x30 criteria)*/ 1 479 479 Proposed Undercut 1 480 480 soil type = Concrete 1 481 481 roadway exc mult factor = 0.000001 1 482 482 subsoil exc mult factor = 0.000001 1 483 483 fill mult factor = 0.00001 1 484 484 type = line, line_string 1 485 485 lvname = x_p_sn_wall_back 1 486 486 co = 53 1 487 487 1 488 488 /* For use with soil nail wall (.x30 criteria)*/ 1 489 489 Proposed Undercut 1 490 490 soil type = BackfillMaterial 1 491 491 roadway exc mult factor = 0.000001 1 492 492 subsoil exc mult factor = 0.000001 1 493 493 fill mult factor = 0.00001 1 494 494 type = line, line_string 1 495 495 lvname = x_p_sn_wall_curb_backfill 1 496 496 co = 16,175 1 497 497 1 498 498 /* For use with soil nail wall (.x30 criteria)*/ 1 499 499 Proposed Undercut 1 500 500 soil type = SNFoundationFill 1 501 501 roadway exc mult factor = 0.000001 1 502 502 subsoil exc mult factor = 0.000001 1 503 503 fill mult factor = 0.00001 1 504 504 type = line, line_string 1 505 505 lvname = x_p_sn_foundation_backfill 1 506 506 co = 58 1 507 507 1 508 508 /* For use with rockery wall (.x30 criteria)*/ 1 509 509 Proposed Undercut 1 510 510 soil type = WallBackfill 1 511 511 roadway exc mult factor = 0.000001 1 512 512 subsoil exc mult factor = 0.000001 1 513 513 fill mult factor = 0.00001

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1 514 514 type = line, line_string 1 515 515 lvname = x_p_rk_wall_backfill 1 516 516 co = 55,175 1 517 517 1 518 518 /* For use with rockery wall (.x30 criteria)*/ 1 519 519 Proposed Undercut 1 520 520 soil type = Rock 1 521 521 roadway exc mult factor = 0.000001 1 522 522 subsoil exc mult factor = 0.000001 1 523 523 fill mult factor = 0.00001 1 524 524 type = line, line_string 1 525 525 lvname = x_p_rk_wall_back 1 526 526 co = 45 1 527 527 1 528 528 /* For use with rockery wall (.x30 criteria)*/ 1 529 529 Proposed Undercut 1 530 530 soil type = FoundationFill 1 531 531 roadway exc mult factor = 0.000001 1 532 532 subsoil exc mult factor = 0.000001 1 533 533 fill mult factor = 0.00001 1 534 534 type = line, line_string 1 535 535 lvname = x_p_rk_foundation_backfill 1 536 536 co = 58 1 537 537 1 538 538 /* For use with Rockery Wall, (.x30 criteria)) */ 1 539 539 Proposed Undercut 1 540 540 soil type = GranularRockBd 1 541 541 roadway exc mult factor = 0.000001 1 542 542 subsoil exc mult factor = 0.000001 1 543 543 fill mult factor = 0.00001 1 544 544 Do not include in mass ordinate 1 545 545 type = line, line_string 1 546 546 lvname = x_p_rk_wall_backfill2 1 547 547 co = 52 1 548 548 1 549 549 /* For use with guardwall (.x30 criteria)*/ 1 550 550 Proposed Undercut 1 551 551 soil type = StructuralBackfill 1 552 552 roadway exc mult factor = 0.000001 1 553 553 subsoil exc mult factor = 0.000001 1 554 554 fill mult factor = 0.00001 1 555 555 type = line, line_string 1 556 556 lvname = x_p_gd_wall_backfill1 1 557 557 co = 50 1 558 558 1 559 559 /* For use with guardwall (.x30 criteria)*/ 1 560 560 Proposed Undercut 1 561 561 soil type = BackfillMaterial 1 562 562 roadway exc mult factor = 0.000001 1 563 563 subsoil exc mult factor = 0.000001 1 564 564 fill mult factor = 0.00001 1 565 565 type = line, line_string

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1 566 566 lvname = x_p_gd_wall_backfill2 1 567 567 co = 55 1 568 568 1 569 569 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 570 570 Proposed Undercut 1 571 571 soil type = GabionRock 1 572 572 roadway exc mult factor = 0.000001 1 573 573 subsoil exc mult factor = 0.000001 1 574 574 fill mult factor = 0.00001 1 575 575 type = line, line_string 1 576 576 lvname = x_p_gfmse_wall_gabion 1 577 577 co = 78 1 578 578 1 579 579 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 580 580 Proposed Undercut 1 581 581 soil type = SelectWallBackfill 1 582 582 roadway exc mult factor = 0.000001 1 583 583 subsoil exc mult factor = 0.000001 1 584 584 fill mult factor = 0.00001 1 585 585 type = line, line_string 1 586 586 lvname = x_p_gfmse_wall_backfill1 1 587 587 co = 6 1 588 588 1 589 589 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 590 590 Proposed Undercut 1 591 591 soil type = GranularBackfill 1 592 592 roadway exc mult factor = 0.000001 1 593 593 subsoil exc mult factor = 0.000001 1 594 594 fill mult factor = 0.00001 1 595 595 type = line, line_string 1 596 596 lvname = x_p_gfmse_wall_backfill2 1 597 597 co = 36 1 598 598 1 599 599 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 600 600 Proposed Undercut 1 601 601 soil type = GranularBackfill 1 602 602 roadway exc mult factor = 0.000001 1 603 603 subsoil exc mult factor = 0.000001 1 604 604 fill mult factor = 0.00001 1 605 605 type = line, line_string 1 606 606 lvname = x_p_gfmse_wall_embedment_slope 1 607 607 lvname = x_p_gfmse_wall_backfill3 1 608 608 co = 16,100 1 609 609 1 610 610 /* For use with Prop_SMSE_Wall (mse wall facing, (.x30 criteria)) */ 1 611 611 Proposed Undercut 1 612 612 soil type = WallFacing 1 613 613 roadway exc mult factor = 0.000001 1 614 614 subsoil exc mult factor = 0.000001 1 615 615 fill mult factor = 0.00001 1 616 616 Do not include in mass ordinate 1 617 617 type = line, line_string

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1 618 618 lvname = x_p_mse_wall_facing 1 619 619 1 620 620 /* For use with all walls with Foundation Fill adhoc, (.x30 criteria)) 1 621 621 Proposed Undercut 1 622 622 soil type = FoundationFill 1 623 623 roadway exc mult factor = 0.000001 1 624 624 subsoil exc mult factor = 0.000001 1 625 625 fill mult factor = 0.00001 1 626 626 Do not include in mass ordinate 1 627 627 type = line, line_string 1 628 628 lvname = x_p_mse_wall_foundation 1 629 629 co = 58 1 630 630 1 631 631 Excavation Limits 1 632 632 type = line 1 633 633 lvname = x_p_exc_limit 1 634 634 co = 0 1 635 635 1 636 636 /* 1 637 637 Skip Areas 1 638 638 from 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 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

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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 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 = 63+25.00 R 1

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1 700 700 end sta = 66+75.00 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

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

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

yd.)

63+25.00 RDWYEXC

Excavation 13.47 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 145.27 0 0 1.00 0 0

EXISTPAVEMENT

Excavation 23.68 0 0 1.00 0 Subsoil Exc 9.22 0 0 1.00 0 Fill 0.00 0 0 1.00 0 0 Mass ordinate for EXISTPAVEMENT = 0

TOPSOIL

Excavation 0.00 0 0 0.00 0 Subsoil Exc 28.72 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 39.96 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 40.61 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 41.26 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 129.01 0 0 0.00 0 0

63+50.00 RDWYEXC

Excavation 12.32 12 12 1.00 12 Subsoil Exc 0.00 0 0 1.00 0 Fill 110.20 118 118 1.00 ‐106 118

EXISTPAVEMENT

Excavation 17.28 19 19 1.00 19 Subsoil Exc 2.22 5 5 1.00 5 Fill 0.00 0 0 1.00 ‐106 0 Mass ordinate for EXISTPAVEMENT = 24

TOPSOIL

Excavation 0.10 0 0 0.00 0 Subsoil Exc 31.67 28 0 0.00 28 Fill 0.00 0 0 0.00 ‐106 0

Page: 16

Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 34.77 35 0 0.00 ‐106 35

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 35.43 35 0 0.00 ‐106 35

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 36.08 36 0 0.00 ‐106 36

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 113.33 112 0 0.00 ‐106 112

63+75.00 RDWYEXC

Excavation 5.91 9 9 1.00 21 Subsoil Exc 0.00 0 0 1.00 0 Fill 79.25 88 88 1.00 ‐185 206

EXISTPAVEMENT

Excavation 6.37 11 11 1.00 30 Subsoil Exc 0.00 1 1 1.00 6 Fill 0.00 0 0 1.00 ‐185 0 Mass ordinate for EXISTPAVEMENT = 36

TOPSOIL

Excavation 1.08 1 0 0.00 1 Subsoil Exc 29.28 28 0 0.00 56 Fill 0.00 0 0 0.00 ‐185 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 30.99 30 0 0.00 ‐185 65

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 31.32 31 0 0.00 ‐185 66

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 31.65 31 0 0.00 ‐185 67

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 97.92 98 0 0.00 ‐185 210

64+00.00 RDWYEXC

Excavation 0.00 3 3 1.00 24 Subsoil Exc 0.00 0 0 1.00 0

Page: 17

Fill 88.12 77 77 1.00 ‐259 283

EXISTPAVEMENT

Excavation 0.41 3 3 1.00 33 Subsoil Exc 3.14 1 1 1.00 7 Fill 0.00 0 0 1.00 ‐259 0 Mass ordinate for EXISTPAVEMENT = 40

TOPSOIL

Excavation 0.00 1 0 0.00 2 Subsoil Exc 26.54 26 0 0.00 82 Fill 0.00 0 0 0.00 ‐259 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 25.70 26 0 0.00 ‐259 91

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 26.03 27 0 0.00 ‐259 93

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 26.63 27 0 0.00 ‐259 94

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 47.16 67 0 0.00 ‐259 277

64+25.00 RDWYEXC

Excavation 5.95 3 3 1.00 27 Subsoil Exc 0.00 0 0 1.00 0 Fill 47.83 63 63 1.00 ‐319 346

EXISTPAVEMENT

Excavation 2.12 1 1 1.00 34 Subsoil Exc 4.07 3 3 1.00 10 Fill 0.00 0 0 1.00 ‐319 0 Mass ordinate for EXISTPAVEMENT = 44

TOPSOIL

Excavation 6.21 3 0 0.00 5 Subsoil Exc 19.07 21 0 0.00 103 Fill 0.00 0 0 0.00 ‐319 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 20.86 22 0 0.00 ‐319 113

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 21.19 22 0 0.00 ‐319 115

LAYER3

Excavation 0.00 0 0 0.00 0

Page: 18

Subsoil Exc 0.00 0 0 0.00 0 Fill 21.55 22 0 0.00 ‐319 116

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 69.26 54 0 0.00 ‐319 331

LAYER5

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 0.68 0 0 0.00 ‐319 0

64+50.00 RDWYEXC

Excavation 16.55 10 10 1.00 37 Subsoil Exc 0.00 0 0 1.00 0 Fill 11.05 27 27 1.00 ‐336 373

EXISTPAVEMENT

Excavation 3.53 3 3 1.00 37 Subsoil Exc 0.00 2 2 1.00 12 Fill 0.00 0 0 1.00 ‐336 0 Mass ordinate for EXISTPAVEMENT = 49

TOPSOIL

Excavation 13.12 9 0 0.00 14 Subsoil Exc 0.00 9 0 0.00 112 Fill 0.00 0 0 0.00 ‐336 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 17.27 18 0 0.00 ‐336 131

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 17.59 18 0 0.00 ‐336 133

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 17.92 18 0 0.00 ‐336 134

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 58.39 59 0 0.00 ‐336 390

LAYER5

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 0.67 1 0 0.00 ‐336 1

64+75.00 RDWYEXC

Excavation 37.65 25 25 1.00 62 Subsoil Exc 0.00 0 0 1.00 0 Fill 11.53 10 10 1.00 ‐321 383

EXISTPAVEMENT

Excavation 6.73 5 5 1.00 42

Page: 19

Subsoil Exc 4.04 2 2 1.00 14 Fill 0.00 0 0 1.00 ‐321 0 Mass ordinate for EXISTPAVEMENT = 56

TOPSOIL

Excavation 16.46 14 0 0.00 28 Subsoil Exc 0.34 0 0 0.00 112 Fill 0.00 0 0 0.00 ‐321 0 Mass ordinate for TOPSOIL = 0

LAYER1

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 14.29 15 0 0.00 ‐321 146

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 14.62 15 0 0.00 ‐321 148

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 14.94 15 0 0.00 ‐321 149

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 49.36 50 0 0.00 ‐321 440

LAYER5

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 0.67 1 0 0.00 ‐321 2

65+00.00 RDWYEXC

Excavation 49.80 40 40 1.00 102 Subsoil Exc 0.00 0 0 1.00 0 Fill 10.10 10 10 1.00 ‐291 393

EXISTPAVEMENT

Excavation 8.59 7 7 1.00 49 Subsoil Exc 1.34 2 2 1.00 16 Fill 0.00 0 0 1.00 ‐291 0 Mass ordinate for EXISTPAVEMENT = 65

TOPSOIL

Excavation 12.21 13 0 0.00 41 Subsoil Exc 2.94 2 0 0.00 114 Fill 0.00 0 0 0.00 ‐291 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 11.92 12 0 0.00 ‐291 158

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 12.25 12 0 0.00 ‐291 160

LAYER3

Page: 20

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 12.58 13 0 0.00 ‐291 162

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 42.19 42 0 0.00 ‐291 482

LAYER5

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 0.67 1 0 0.00 ‐291 3

65+25.00 RDWYEXC

Excavation 60.51 51 51 1.00 153 Subsoil Exc 0.00 0 0 1.00 0 Fill 10.89 10 10 1.00 ‐250 403

EXISTPAVEMENT

Excavation 10.94 9 9 1.00 58 Subsoil Exc 4.02 2 2 1.00 18 Fill 0.00 0 0 1.00 ‐250 0 Mass ordinate for EXISTPAVEMENT = 76

TOPSOIL

Excavation 9.10 9 0 0.00 50 Subsoil Exc 0.23 1 0 0.00 115 Fill 0.00 0 0 0.00 ‐250 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 10 0 0.00 ‐250 168

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.51 11 0 0.00 ‐250 171

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.77 11 0 0.00 ‐250 173

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 36.84 37 0 0.00 ‐250 519

LAYER5

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 0.67 1 0 0.00 ‐250 4

65+50.00 RDWYEXC

Excavation 66.59 59 59 1.00 212 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 5 5 1.00 ‐196 408

EXISTPAVEMENT

Page: 21

Excavation 12.86 11 11 1.00 69 Subsoil Exc 0.00 2 2 1.00 20 Fill 0.00 0 0 1.00 ‐196 0 Mass ordinate for EXISTPAVEMENT = 89

TOPSOIL

Excavation 6.87 7 0 0.00 57 Subsoil Exc 0.00 0 0 0.00 115 Fill 0.00 0 0 0.00 ‐196 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 9.64 9 0 0.00 ‐196 177

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.99 9 0 0.00 ‐196 180

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 10.31 10 0 0.00 ‐196 183

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 33.26 32 0 0.00 ‐196 551

LAYER5

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 0.00 0 0 0.00 ‐196 4

65+75.00 RDWYEXC

Excavation 65.13 61 61 1.00 273 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 ‐135 408

EXISTPAVEMENT

Excavation 13.80 12 12 1.00 81 Subsoil Exc 0.00 0 0 1.00 20 Fill 0.00 0 0 1.00 ‐135 0 Mass ordinate for EXISTPAVEMENT = 101

TOPSOIL

Excavation 5.96 6 0 0.00 63 Subsoil Exc 0.00 0 0 0.00 115 Fill 0.00 0 0 0.00 ‐135 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 9.31 9 0 0.00 ‐135 186

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.64 9 0 0.00 ‐135 189

Page: 22

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.97 9 0 0.00 ‐135 192

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 32.21 30 0 0.00 ‐135 581

66+00.00 RDWYEXC

Excavation 78.91 67 67 1.00 340 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.62 0 0 1.00 ‐68 408

EXISTPAVEMENT

Excavation 19.86 16 16 1.00 97 Subsoil Exc 0.49 0 0 1.00 20 Fill 0.00 0 0 1.00 ‐68 0 Mass ordinate for EXISTPAVEMENT = 117

TOPSOIL

Excavation 5.61 5 0 0.00 68 Subsoil Exc 0.12 0 0 0.00 115 Fill 0.00 0 0 0.00 ‐68 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 7.69 8 0 0.00 ‐68 194

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 8.34 8 0 0.00 ‐68 197

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.00 9 0 0.00 ‐68 201

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 39.83 33 0 0.00 ‐68 614

66+25.00 RDWYEXC

Excavation 80.87 74 74 1.00 414 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.51 1 1 1.00 5 409

EXISTPAVEMENT

Excavation 0.00 9 9 1.00 106 Subsoil Exc 0.00 0 0 1.00 20 Fill 0.00 0 0 1.00 5 0 Mass ordinate for EXISTPAVEMENT = 126

TOPSOIL

Excavation 18.78 11 0 0.00 79 Subsoil Exc 0.51 0 0 0.00 115

Page: 23

Fill 0.00 0 0 0.00 5 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 7.69 7 0 0.00 5 201

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 8.34 8 0 0.00 5 205

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.00 8 0 0.00 5 209

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 31.25 33 0 0.00 5 647

66+50.00 RDWYEXC

Excavation 64.30 67 67 1.00 481 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.80 1 1 1.00 71 410

EXISTPAVEMENT

Excavation 14.76 7 7 1.00 113 Subsoil Exc 0.00 0 0 1.00 20 Fill 0.00 0 0 1.00 71 0 Mass ordinate for EXISTPAVEMENT = 133

TOPSOIL

Excavation 7.06 12 0 0.00 91 Subsoil Exc 0.80 1 0 0.00 116 Fill 0.00 0 0 0.00 71 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 7.65 7 0 0.00 71 208

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 8.34 8 0 0.00 71 213

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 13.11 10 0 0.00 71 219

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 31.25 29 0 0.00 71 676

66+75.00 RDWYEXC

Excavation 81.43 68 68 1.00 549

Page: 24

Subsoil Exc 0.00 0 0 1.00 0 Fill 0.42 1 1 1.00 138 411

EXISTPAVEMENT

Excavation 13.01 13 13 1.00 126 Subsoil Exc 0.00 0 0 1.00 20 Fill 0.00 0 0 1.00 138 0 Mass ordinate for EXISTPAVEMENT = 146

TOPSOIL

Excavation 10.83 8 0 0.00 99 Subsoil Exc 0.42 1 0 0.00 117 Fill 0.00 0 0 0.00 138 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 7.62 7 0 0.00 138 215

LAYER2

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 8.34 8 0 0.00 138 221

LAYER3

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 9.00 10 0 0.00 138 229

LAYER4

Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 43.62 35 0 0.00 138 711

Page: 25

G R A N D S U M M A R Y T O T A L S Material Name Unadjusted Adjusted Mult Volumes Volumes Factor

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

RDWYEXC

Excavation 549 549 1.00 Subsoil Exc 0 0 1.00 Fill 411 411 1.00

EXISTPAVEMENT

Excavation 126 126 1.00 Subsoil Exc 20 20 1.00 Fill 0 0 1.00

TOPSOIL

Excavation 99 0 0.00 Subsoil Exc 117 0 0.00 Fill 0 0 0.00

LAYER1

Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 215 0 0.00

LAYER2

Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 221 0 0.00

LAYER3

Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 229 0 0.00

LAYER4

Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 711 0 0.00

LAYER5

Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 4 0 0.00

Page: 26

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

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

RDWYEXC

Excavation 549 549 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 411 411 0 0 1.00

EXISTPAVEMENT

Excavation 126 126 0 0 1.00 Subsoil Exc 20 20 0 0 1.00 Fill 0 0 0 0 1.00

TOPSOIL

Excavation 99 0 0 0 0.00 Subsoil Exc 117 0 0 0 0.00 Fill 0 0 0 0 0.00

LAYER1

Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 215 0 0 0 0.00

LAYER2

Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 221 0 0 0 0.00

LAYER3

Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 229 0 0 0 0.00

LAYER4

Page: 27

Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 711 0 0 0 0.00

LAYER5

Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 4 0 0 0 0.00

Page: 28

B A L A N C E P O I N T S U M M A R Y Material Name Cumulative Incremental Mult Unadjusted Adjusted Unadjusted Adjusted Factor Volumes Volumes Volumes Volumes

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

Station = 66+23.29

RDWYEXC

Excavation 409 409 409 409 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 409 409 409 409 1.00

SIDEWALKEXC

Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00

MSEWALLEXC

Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00

SUBEXCAVATION

Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00

CONCWALLSTRUCEXC

Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00

COLDRECYCLE

Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00

EXISTPAVEMENT

Page: 29

Excavation 105 105 105 105 1.00 Subsoil Exc 20 20 20 20 1.00 Fill 0 0 0 0 1.00

EXISTPAVEMENTLAYER2

Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00

EXISTGRAVEL

Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00

TOPSOIL

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

SNWALLSTREXC

Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00

ROCKERYWALLSTREXC

Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00

GUARDWALLSTRUCEXC

Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00

GFMSEWALLEXC

Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0

Page: 30

1.00 Fill 0 0 0 0 1.00

LAYER1

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

LAYER2

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

LAYER3

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

LAYER4

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

LAYER5

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

SIDEWALKLAYER1

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

SIDEWALKLAYER2

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

Page: 31

SIDEWALKLAYER3

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

SIDEWALKLAYER4

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

SUBEXBACKFILL

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

SELECTWALLBACKFILL

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

GRANULARBACKFILL

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

LEVELINGPAD

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

PERVIOUS

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

FOUNDATIONFILL

Excavation 0 0 0 0

Page: 32

Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00

PAVEDSHOULDER

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

PRELEVEL

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

SHOULDERBACKFILL

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

PAVEDDITCHBACKFILL

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

BACKFILLMATERIAL

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

CONCRETE

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

SNFOUNDATIONFILL

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

Page: 33

WALLBACKFILL

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

ROCK

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

GRANULARROCKBD

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

STRUCTURALBACKFILL

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

GABIONROCK

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

WALLFACING

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

Page: 34