of04613xs01_EW.pdf

File: c:\myfiles\pw_production\d0188930\of04613xs01_EW.log 7/7/2016, 5:37:34 PM M

Input File:

pw:\Oregon\PFH_Cascade_Lakes\OR_PFH_46(13)\Development\CADD\Design\of04613xs01_ EW.inp Output File: of04613xs01_EW.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 = 0.01 1 9 9 1 10 10 xs dgn = of04613xs01.dgn 1 11 11 1 12 12 Existing Ground Line 1 13 13 soil type = RdwyExc 1 14 14 roadway exc mult factor = 0.90 1 15 15 subsoil exc mult factor = 0.90 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 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 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 1 48 48 lvname = x_p_mse_wall_exc 1 49 49 co = 32 1 50 50

Page: 1

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 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 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 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

Page: 2

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 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 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 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 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

Page: 3

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 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 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

Page: 4

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 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 = ACP1 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 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 = RAM2 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 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 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 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 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 */

Page: 5

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 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 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 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 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

Page: 6

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) */ 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 */

Page: 7

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 */ 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 1 419 419 /* For use with REHAB typicals */ 1 420 420 Proposed Undercut 1 421 421 soil type = ColdRecycle 1 422 422 roadway exc mult factor = 0.00001 1 423 423 subsoil exc mult factor = 0.00001 1 424 424 fill mult factor = 0.00001 1 425 425 type = line, line_string 1 426 426 lvname = x_p_milling_backfill 1 427 427 co = 57 1 428 428 1 429 429 /* For use with REHAB typicals */ 1 430 430 Proposed Undercut 1 431 431 soil type = PavedShoulder 1 432 432 roadway exc mult factor = 0.00001 1 433 433 subsoil exc mult factor = 0.00001

Page: 8

1 434 434 fill mult factor = 0.00001 1 435 435 type = line, line_string 1 436 436 lvname = x_p_pave_shd_backfill 1 437 437 co = 58 1 438 438 1 439 439 /* For use with REHAB typicals */ 1 440 440 Proposed Undercut 1 441 441 soil type = PreLevel 1 442 442 roadway exc mult factor = 0.00001 1 443 443 subsoil exc mult factor = 0.00001 1 444 444 fill mult factor = 0.00001 1 445 445 type = line, line_string 1 446 446 lvname = x_p_rehab_prelevel 1 447 447 co = 59 1 448 448 1 449 449 /* For use with CFL Type 3 curb special aggregate shoulder backfill (.x30 criteria)*/ 1 450 450 Proposed Undercut 1 451 451 soil type = ShoulderBackfill 1 452 452 roadway exc mult factor = 0.00001 1 453 453 subsoil exc mult factor = 0.00001 1 454 454 fill mult factor = 0.00001 1 455 455 type = line, line_string 1 456 456 lvname = x_p_shoulder_backfill 1 457 457 co = 72 1 458 458 1 459 459 /* For use with CFL paved ditches (.x30 criteria)*/ 1 460 460 Proposed Undercut 1 461 461 soil type = PavedDitchBackfill 1 462 462 roadway exc mult factor = 0.00001 1 463 463 subsoil exc mult factor = 0.00001 1 464 464 fill mult factor = 0.00001 1 465 465 type = line, line_string 1 466 466 lvname = x_p_pave_ditch_layer_1 1 467 467 co = 27 1 468 468 1 469 469 /* For use with soil nail wall (.x30 criteria)*/ 1 470 470 Proposed Undercut 1 471 471 soil type = BackfillMaterial 1 472 472 roadway exc mult factor = 0.000001 1 473 473 subsoil exc mult factor = 0.000001 1 474 474 fill mult factor = 0.00001 1 475 475 type = line, line_string 1 476 476 lvname = x_p_sn_wall_backfill 1 477 477 co = 55,175 1 478 478 1 479 479 /* For use with soil nail wall (.x30 criteria)*/ 1 480 480 Proposed Undercut 1 481 481 soil type = Concrete 1 482 482 roadway exc mult factor = 0.000001 1 483 483 subsoil exc mult factor = 0.000001 1 484 484 fill mult factor = 0.00001 1 485 485 type = line, line_string 1 486 486 lvname = x_p_sn_wall_back 1 487 487 co = 53

Page: 9

1 488 488 1 489 489 /* For use with soil nail wall (.x30 criteria)*/ 1 490 490 Proposed Undercut 1 491 491 soil type = BackfillMaterial 1 492 492 roadway exc mult factor = 0.000001 1 493 493 subsoil exc mult factor = 0.000001 1 494 494 fill mult factor = 0.00001 1 495 495 type = line, line_string 1 496 496 lvname = x_p_sn_wall_curb_backfill 1 497 497 co = 16,175 1 498 498 1 499 499 /* For use with soil nail wall (.x30 criteria)*/ 1 500 500 Proposed Undercut 1 501 501 soil type = SNFoundationFill 1 502 502 roadway exc mult factor = 0.000001 1 503 503 subsoil exc mult factor = 0.000001 1 504 504 fill mult factor = 0.00001 1 505 505 type = line, line_string 1 506 506 lvname = x_p_sn_foundation_backfill 1 507 507 co = 58 1 508 508 1 509 509 /* For use with rockery wall (.x30 criteria)*/ 1 510 510 Proposed Undercut 1 511 511 soil type = WallBackfill 1 512 512 roadway exc mult factor = 0.000001 1 513 513 subsoil exc mult factor = 0.000001 1 514 514 fill mult factor = 0.00001 1 515 515 type = line, line_string 1 516 516 lvname = x_p_rk_wall_backfill 1 517 517 co = 55,175 1 518 518 1 519 519 /* For use with rockery wall (.x30 criteria)*/ 1 520 520 Proposed Undercut 1 521 521 soil type = Rock 1 522 522 roadway exc mult factor = 0.000001 1 523 523 subsoil exc mult factor = 0.000001 1 524 524 fill mult factor = 0.00001 1 525 525 type = line, line_string 1 526 526 lvname = x_p_rk_wall_back 1 527 527 co = 45 1 528 528 1 529 529 /* For use with rockery wall (.x30 criteria)*/ 1 530 530 Proposed Undercut 1 531 531 soil type = FoundationFill 1 532 532 roadway exc mult factor = 0.000001 1 533 533 subsoil exc mult factor = 0.000001 1 534 534 fill mult factor = 0.00001 1 535 535 type = line, line_string 1 536 536 lvname = x_p_rk_foundation_backfill 1 537 537 co = 58 1 538 538 1 539 539 /* For use with Rockery Wall, (.x30 criteria)) */ 1 540 540 Proposed Undercut 1 541 541 soil type = GranularRockBd 1 542 542 roadway exc mult factor = 0.000001

Page: 10

1 543 543 subsoil exc mult factor = 0.000001 1 544 544 fill mult factor = 0.00001 1 545 545 Do not include in mass ordinate 1 546 546 type = line, line_string 1 547 547 lvname = x_p_rk_wall_backfill2 1 548 548 co = 52 1 549 549 1 550 550 /* For use with guardwall (.x30 criteria)*/ 1 551 551 Proposed Undercut 1 552 552 soil type = StructuralBackfill 1 553 553 roadway exc mult factor = 0.000001 1 554 554 subsoil exc mult factor = 0.000001 1 555 555 fill mult factor = 0.00001 1 556 556 type = line, line_string 1 557 557 lvname = x_p_gd_wall_backfill1 1 558 558 co = 50 1 559 559 1 560 560 /* For use with guardwall (.x30 criteria)*/ 1 561 561 Proposed Undercut 1 562 562 soil type = BackfillMaterial 1 563 563 roadway exc mult factor = 0.000001 1 564 564 subsoil exc mult factor = 0.000001 1 565 565 fill mult factor = 0.00001 1 566 566 type = line, line_string 1 567 567 lvname = x_p_gd_wall_backfill2 1 568 568 co = 55 1 569 569 1 570 570 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 571 571 Proposed Undercut 1 572 572 soil type = GabionRock 1 573 573 roadway exc mult factor = 0.000001 1 574 574 subsoil exc mult factor = 0.000001 1 575 575 fill mult factor = 0.00001 1 576 576 type = line, line_string 1 577 577 lvname = x_p_gfmse_wall_gabion 1 578 578 co = 78 1 579 579 1 580 580 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 581 581 Proposed Undercut 1 582 582 soil type = SelectWallBackfill 1 583 583 roadway exc mult factor = 0.000001 1 584 584 subsoil exc mult factor = 0.000001 1 585 585 fill mult factor = 0.00001 1 586 586 type = line, line_string 1 587 587 lvname = x_p_gfmse_wall_backfill1 1 588 588 co = 6 1 589 589 1 590 590 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 591 591 Proposed Undercut 1 592 592 soil type = GranularBackfill 1 593 593 roadway exc mult factor = 0.000001 1 594 594 subsoil exc mult factor = 0.000001 1 595 595 fill mult factor = 0.00001 1 596 596 type = line, line_string 1 597 597 lvname = x_p_gfmse_wall_backfill2

Page: 11

1 598 598 co = 36 1 599 599 1 600 600 /* For use with Prop GFMSE Walls (.x30 criteria) */ 1 601 601 Proposed Undercut 1 602 602 soil type = GranularBackfill 1 603 603 roadway exc mult factor = 0.000001 1 604 604 subsoil exc mult factor = 0.000001 1 605 605 fill mult factor = 0.00001 1 606 606 type = line, line_string 1 607 607 lvname = x_p_gfmse_wall_embedment_slope 1 608 608 lvname = x_p_gfmse_wall_backfill3 1 609 609 co = 16,100 1 610 610 1 611 611 /* For use with Prop_SMSE_Wall (mse wall facing, (.x30 criteria)) */ 1 612 612 Proposed Undercut 1 613 613 soil type = WallFacing 1 614 614 roadway exc mult factor = 0.000001 1 615 615 subsoil exc mult factor = 0.000001 1 616 616 fill mult factor = 0.00001 1 617 617 Do not include in mass ordinate 1 618 618 type = line, line_string 1 619 619 lvname = x_p_mse_wall_facing 1 620 620 1 621 621 /* For use with all walls with Foundation Fill adhoc, (.x30 criteria)) */ 1 622 622 Proposed Undercut 1 623 623 soil type = FoundationFill 1 624 624 roadway exc mult factor = 0.000001 1 625 625 subsoil exc mult factor = 0.000001 1 626 626 fill mult factor = 0.00001 1 627 627 Do not include in mass ordinate 1 628 628 type = line, line_string 1 629 629 lvname = x_p_mse_wall_foundation 1 630 630 co = 58 1 631 631 1 632 632 /* For use with Parapet walls (.x30 criteria)) */ 1 633 633 Proposed Undercut 1 634 634 soil type = Pervious 1 635 635 roadway exc mult factor = 0.000001 1 636 636 subsoil exc mult factor = 0.000001 1 637 637 fill mult factor = 0.00001 1 638 638 Do not include in mass ordinate 1 639 639 type = line, line_string 1 640 640 lvname = x_p_conc_wall_front 1 641 641 co = 82 1 642 642 1 643 643 Excavation Limits 1 644 644 type = line 1 645 645 lvname = x_p_exc_limit 1 646 646 co = 0 1 647 647 1 648 648 1 649 649 Skip Areas 1 650 650 from 800+85.50 R 1 to 801+71.50 R 1

Page: 12

1 651 651 1 652 652 1 653 653 1 654 654 Write Earthwork Shapes 1 655 655 plot param 1 656 656 lvname = x_ew_shapes 1 657 657 co = 0 1 658 658 wt = 0 1 659 659 lc = 0 1 660 660 Stratify Shape Color 1 661 661 1 662 662 Combine common exc + subgrade exc 1 663 663 1 664 664 Add Accumulated Unadjusted Volume Column 1 665 665 1 666 666 End Area Decimal Places = 2 1 667 667 1 668 668 1 669 669 1 670 670 /************ The following code creates a column based ASCII file for importing **************/ 1 671 671 /************ into an Excel spreadsheet initially created by S.

Pratt 3/24/2006 **************/ 1 672 672 /************ The name of this file is ^WFL_earthwork.xls^ and can be found on **************/ 1 673 673 /************ under the WFL server X:\V8_Resource\X_30\Standards\Bin **************/ 1 674 674 /************ Instructions for using the spreadsheet can be found on it's 1st tab **************/ 1 675 675 /************ The syntax and spreadsheet is used for creating SUBTOTALS of various *************/ 1 676 676 /************ volumes for placement at the bottom of Plan/Profile sheets. **************/ 1 677 677 /************ The code below is WFL specific. FOR .X30 CRITERIA

USAGE! **************/

1 678 678 /************ The file that gets created is named ^earthwork.txt^ **************/ 1 679 679 1 680 680 1 681 681 1 682 682 write column base ascii file = of04613xs01_ew.txt 1 683 683 1 684 684 column 2 formula = abs( ["RdwyExc", Common Exc, Unadjusted Volumes] + 1 685 685 ["RdwyExc", Subgrade Exc, Unadjusted Volumes] ) 1 686 686 column 2 number of decimal place = 2 1 687 687 column 2 total length = 10

Page: 13

1 688 688 1 689 689 column 3 formula = abs( ["RdwyExc", Fill, Unadjusted Volumes] ) 1 690 690 column 3 number of decimal place = 2 1 691 691 column 3 total length = 10 1 692 692 1 693 693 column 4 formula = abs( ["Subexcavation", Common Exc, Unadjusted Volumes] + 1 694 694 ["Subexcavation", Subgrade Exc, Unadjusted Volumes] + 1 695 695 ["Subexcavation", Subsoil Exc, Unadjusted Volumes] ) 1 696 696 column 4 number of decimal place = 2 1 697 697 column 4 total length = 10 1 698 698 1 699 699 column 5 formula = abs( ["SubExBackfill", Fill, Unadjusted Volumes] ) 1 700 700 column 5 number of decimal place = 2 1 701 701 column 5 total length = 10 1 702 702 1 703 703 column 6 formula = abs( ["Topsoil", Common Exc, Unadjusted Volumes] + 1 704 704 ["Topsoil", Subgrade Exc, Unadjusted Volumes] + 1 705 705 ["Topsoil", Subsoil Exc, Unadjusted Volumes] ) 1 706 706 column 6 number of decimal place = 2 1 707 707 column 6 total length = 10 1 708 708 1 709 709 Process Earthwork for Baseline = FALL2 1 710 710 job number = 613 1 711 711 1 712 712 beg sta = 796+10.00 R 1 1 713 713 end sta = 808+15.00 R 1

0 0 714 END_OF_FILE

COMPUTING EARTHWORKS FOR BASELINE = FALL2

COMPUTING EARTHWORKS FOR JOB = 613

FORMING LIST OF XSCELLS

BEGINNING EARTHWORKS COMPUTATION

Page: 14

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

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

(cu. yd.)

796+10.00 RDWYEXC

Excavation 30.73 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 2.90 0 0 1.00 0

TOPSOIL

Excavation 3.69 0 0 0.00 Subsoil Exc 2.40 0 0 0.00 Fill 0.00 0 0 0.00 0 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.59 0 0 0.00 0

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.07 0 0 0.00 0

796+25.00 RDWYEXC

Excavation 30.56 17 15 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 2.85 2 2 1.00 13

TOPSOIL

Excavation 4.20 2 0 0.00 Subsoil Exc 2.06 1 0 0.00 Fill 0.00 0 0 0.00 13 Mass ordinate for TOPSOIL = 0

ACP1

Page: 15

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.69 5 0 0.00 13

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.30 12 0 0.00 13

796+30.00 RDWYEXC

Excavation 30.50 6 5 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 2.86 1 1 1.00 17

TOPSOIL

Excavation 4.32 0 0 0.00 Subsoil Exc 1.97 0 0 0.00 Fill 0.00 0 0 0.00 17 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.74 2 0 0.00 17

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.38 4 0 0.00 17

796+50.00 RDWYEXC

Excavation 29.99 22 20 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 3.15 2 2 1.00 35

TOPSOIL

Excavation 4.33 3 0 0.00 Subsoil Exc 2.00 1 0 0.00

Page: 16

Fill 0.00 0 0 0.00 35 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 7 0 0.00 35

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.53 17 0 0.00 35

796+75.00 RDWYEXC

Excavation 29.64 27 25 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 3.30 3 3 1.00 57

TOPSOIL

Excavation 4.43 4 0 0.00 Subsoil Exc 1.98 2 0 0.00 Fill 0.00 0 0 0.00 57 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 9 0 0.00 57

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.53 21 0 0.00 57

797+00.00 RDWYEXC

Excavation 28.54 27 24 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 3.77 3 3 1.00 78

Page: 17

TOPSOIL

Excavation 4.29 4 0 0.00 Subsoil Exc 2.19 2 0 0.00 Fill 0.00 0 0 0.00 78 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 9 0 0.00 78

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.53 21 0 0.00 78

797+25.00 RDWYEXC

Excavation 28.06 26 23 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 3.21 3 3 1.00 98

TOPSOIL

Excavation 4.33 4 0 0.00 Subsoil Exc 2.25 2 0 0.00 Fill 0.00 0 0 0.00 98 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 9 0 0.00 98

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.53 21 0 0.00 98

797+50.00 RDWYEXC

Page: 18

Excavation 26.28 25 22 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 3.32 3 3 1.00 117

TOPSOIL

Excavation 3.98 4 0 0.00 Subsoil Exc 2.60 2 0 0.00 Fill 0.00 0 0 0.00 117 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 9 0 0.00 117

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.53 21 0 0.00 117

797+75.00 RDWYEXC

Excavation 22.78 23 20 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 4.15 3 3 1.00 134

TOPSOIL

Excavation 3.25 4 0 0.00 Subsoil Exc 3.32 3 0 0.00 Fill 0.00 0 0 0.00 134 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 9 0 0.00 134

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00

Page: 19

Fill 22.53 21 0 0.00 134

798+00.00 RDWYEXC

Excavation 18.82 19 17 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 5.11 4 4 1.00 147

TOPSOIL

Excavation 1.97 3 0 0.00 Subsoil Exc 3.59 3 0 0.00 Fill 0.00 0 0 0.00 147 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 9 0 0.00 147

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.53 21 0 0.00 147

798+25.00 RDWYEXC

Excavation 14.34 15 14 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 6.75 5 5 1.00 156

TOPSOIL

Excavation 1.59 1 0 0.00 Subsoil Exc 4.22 4 0 0.00 Fill 0.00 0 0 0.00 156 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 9 0 0.00 156

Page: 20

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.53 21 0 0.00 156

798+30.00 RDWYEXC

Excavation 13.41 3 2 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 7.17 1 1 1.00 157

TOPSOIL

Excavation 1.48 0 0 0.00 Subsoil Exc 4.37 1 0 0.00 Fill 0.00 0 0 0.00 157 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 2 0 0.00 157

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.53 4 0 0.00 157

798+50.00 RDWYEXC

Excavation 9.60 9 8 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 8.42 6 6 1.00 159

TOPSOIL

Excavation 0.70 1 0 0.00 Subsoil Exc 4.92 3 0 0.00 Fill 0.00 0 0 0.00 159 Mass ordinate for TOPSOIL = 0

ACP1

Page: 21

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 7 0 0.00 159

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.53 17 0 0.00 159

798+75.00 RDWYEXC

Excavation 4.60 7 6 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 10.42 9 9 1.00 156

TOPSOIL

Excavation 0.13 0 0 0.00 Subsoil Exc 5.45 5 0 0.00 Fill 0.00 0 0 0.00 156 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 9 0 0.00 156

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.53 21 0 0.00 156

798+76.72 RDWYEXC

Excavation 4.25 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 10.54 1 1 1.00 155

TOPSOIL

Excavation 0.11 0 0 0.00 Subsoil Exc 5.46 0 0 0.00

Page: 22

Fill 0.00 0 0 0.00 155 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.82 1 0 0.00 155

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 22.53 1 0 0.00 155

799+00.00 RDWYEXC

Excavation 0.04 2 2 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 19.21 13 13 1.00 144

SUBEXCAVATION

Excavation 8.97 4 4 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 144 Mass ordinate for SUBEXCAVATION = 4

TOPSOIL

Excavation 1.73 1 0 0.00 Subsoil Exc 5.75 5 0 0.00 Fill 0.00 0 0 0.00 144 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.33 8 0 0.00 144

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 25.63 21 0 0.00 144

Page: 23

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 10.31 4 0 0.00 144

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 2.03 1 0 0.00 144

799+25.00 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 36.91 26 26 1.00 118

SUBEXCAVATION

Excavation 16.61 12 12 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 118 Mass ordinate for SUBEXCAVATION = 16

TOPSOIL

Excavation 2.37 2 0 0.00 Subsoil Exc 6.90 6 0 0.00 Fill 0.00 0 0 0.00 118 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.33 9 0 0.00 118

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 28.97 25 0 0.00 118

SUBEXBACKFILL

Excavation 0.00 0 0 0.00

Page: 24

Subsoil Exc 0.00 0 0 0.00 Fill 18.95 14 0 0.00 118

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 3.70 3 0 0.00 118

799+50.00 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 54.73 42 42 1.00 76

SUBEXCAVATION

Excavation 33.10 23 23 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 76 Mass ordinate for SUBEXCAVATION = 39

TOPSOIL

Excavation 4.00 3 0 0.00 Subsoil Exc 6.59 6 0 0.00 Fill 0.00 0 0 0.00 76 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.33 9 0 0.00 76

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 32.30 28 0 0.00 76

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00

Page: 25

Fill 37.10 26 0 0.00 76

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 5.37 4 0 0.00 76

799+51.99 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 56.61 4 4 1.00 72

SUBEXCAVATION

Excavation 34.17 2 2 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 72 Mass ordinate for SUBEXCAVATION = 41

TOPSOIL

Excavation 4.00 0 0 0.00 Subsoil Exc 6.84 0 0 0.00 Fill 0.00 0 0 0.00 72 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 9.33 1 0 0.00 72

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 32.57 2 0 0.00 72

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 38.17 3 0 0.00 72

SHOULDERBACKFILL

Page: 26

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 5.50 0 0 0.00 72

799+75.00 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 97.27 66 66 1.00 6

SUBEXCAVATION

Excavation 25.55 25 25 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 6 Mass ordinate for SUBEXCAVATION = 66

TOPSOIL

Excavation 3.67 3 0 0.00 Subsoil Exc 9.45 7 0 0.00 Fill 0.00 0 0 0.00 6 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 10.87 9 0 0.00 6

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 35.63 29 0 0.00 6

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 29.22 29 0 0.00 6

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00

Page: 27

Fill 5.50 5 0 0.00 6

799+94.83 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 100.19 73 73 1.00 -67

SUBEXCAVATION

Excavation 28.19 20 20 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -67 Mass ordinate for SUBEXCAVATION = 86

TOPSOIL

Excavation 4.00 3 0 0.00 Subsoil Exc 8.52 7 0 0.00 Fill 0.00 0 0 0.00 -67 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 12.19 8 0 0.00 -67

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 38.28 27 0 0.00 -67

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 32.22 23 0 0.00 -67

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 5.50 4 0 0.00 -67

Page: 28

799+97.28 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 102.50 9 9 1.00 -76

SUBEXCAVATION

Excavation 24.57 2 2 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -76 Mass ordinate for SUBEXCAVATION = 88

TOPSOIL

Excavation 3.67 0 0 0.00 Subsoil Exc 8.81 1 0 0.00 Fill 0.00 0 0 0.00 -76 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 12.35 1 0 0.00 -76

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 38.59 3 0 0.00 -76

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 28.24 3 0 0.00 -76

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 5.50 0 0 0.00 -76

800+00.00 RDWYEXC

Excavation 0.00 0 0 0.90

Page: 29

Subsoil Exc 0.00 0 0 0.90 Fill 103.33 10 10 1.00 -86

SUBEXCAVATION

Excavation 20.66 2 2 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -86 Mass ordinate for SUBEXCAVATION = 90

TOPSOIL

Excavation 3.00 0 0 0.00 Subsoil Exc 9.37 1 0 0.00 Fill 0.00 0 0 0.00 -86 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 12.53 1 0 0.00 -86

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 38.58 4 0 0.00 -86

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 23.66 3 0 0.00 -86

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 5.32 1 0 0.00 -86

800+03.63 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90

Page: 30

Fill 99.70 14 14 1.00 -100

SUBEXCAVATION

Excavation 46.02 4 4 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -100 Mass ordinate for SUBEXCAVATION = 94

TOPSOIL

Excavation 6.67 1 0 0.00 Subsoil Exc 5.59 1 0 0.00 Fill 0.00 0 0 0.00 -100 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 12.77 2 0 0.00 -100

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 38.57 5 0 0.00 -100

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 52.68 5 0 0.00 -100

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 5.07 1 0 0.00 -100

800+12.03 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 100.35 31 31 1.00 -131

SUBEXCAVATION

Page: 31

Excavation 41.70 14 14 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -131 Mass ordinate for SUBEXCAVATION = 108

TOPSOIL

Excavation 6.00 2 0 0.00 Subsoil Exc 5.90 2 0 0.00 Fill 0.00 0 0 0.00 -131 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 13.33 4 0 0.00 -131

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 38.54 12 0 0.00 -131

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 47.70 16 0 0.00 -131

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 4.51 1 0 0.00 -131

800+17.28 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 81.78 18 18 1.00 -149

SUBEXCAVATION

Excavation 27.51 7 7 1.00 Subsoil Exc 0.00 0 0 1.00

Page: 32

Fill 0.00 0 0 1.00 -149 Mass ordinate for SUBEXCAVATION = 115

TOPSOIL

Excavation 4.00 1 0 0.00 Subsoil Exc 5.67 1 0 0.00 Fill 0.00 0 0 0.00 -149 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 13.33 3 0 0.00 -149

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 36.10 7 0 0.00 -149

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 31.51 8 0 0.00 -149

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 4.21 1 0 0.00 -149

800+22.66 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 74.84 16 16 1.00 -165

SUBEXCAVATION

Excavation 8.87 4 4 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -165

Page: 33

Mass ordinate for SUBEXCAVATION = 119

TOPSOIL

Excavation 1.33 1 0 0.00 Subsoil Exc 6.81 1 0 0.00 Fill 0.00 0 0 0.00 -165 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 12.95 3 0 0.00 -165

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 35.33 7 0 0.00 -165

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 10.21 4 0 0.00 -165

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 4.21 1 0 0.00 -165

800+25.00 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 71.03 6 6 1.00 -171

SUBEXCAVATION

Excavation 6.75 1 1 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -171 Mass ordinate for SUBEXCAVATION = 120

TOPSOIL

Excavation 1.00 0 0 0.00

Page: 34

Subsoil Exc 6.40 1 0 0.00 Fill 0.00 0 0 0.00 -171 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 12.78 1 0 0.00 -171

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 35.00 3 0 0.00 -171

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 7.75 1 0 0.00 -171

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 4.21 0 0 0.00 -171

800+28.00 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 66.74 8 8 1.00 -179

SUBEXCAVATION

Excavation 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 -179 Mass ordinate for SUBEXCAVATION = 120

TOPSOIL

Excavation 0.00 0 0 0.00 Subsoil Exc 6.17 1 0 0.00

Page: 35

Fill 0.00 0 0 0.00 -179 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 12.57 1 0 0.00 -179

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 34.57 4 0 0.00 -179

SUBEXBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.00 0 0 0.00 -179

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 4.21 0 0 0.00 -179

800+35.34 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 58.83 17 17 1.00 -196

TOPSOIL

Excavation 0.00 0 0 0.00 Subsoil Exc 3.68 1 0 0.00 Fill 0.00 0 0 0.00 -196 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 12.05 3 0 0.00 -196

RAM2

Page: 36

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 33.52 9 0 0.00 -196

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 4.21 1 0 0.00 -196

800+48.15 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 54.04 27 27 1.00 -223

TOPSOIL

Excavation 0.00 0 0 0.00 Subsoil Exc 2.66 2 0 0.00 Fill 0.00 0 0 0.00 -223 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 11.14 6 0 0.00 -223

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 30.16 15 0 0.00 -223

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 3.44 2 0 0.00 -223

800+50.00 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90

Page: 37

Fill 52.11 4 4 1.00 -227

TOPSOIL

Excavation 0.00 0 0 0.00 Subsoil Exc 2.31 0 0 0.00 Fill 0.00 0 0 0.00 -227 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 11.01 1 0 0.00 -227

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 29.41 2 0 0.00 -227

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 3.19 0 0 0.00 -227

800+54.78 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 46.89 9 9 1.00 -236

TOPSOIL

Excavation 0.00 0 0 0.00 Subsoil Exc 1.14 0 0 0.00 Fill 0.00 0 0 0.00 -236 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 10.67 2 0 0.00 -236

Page: 38

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 27.54 5 0 0.00 -236

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 2.58 1 0 0.00 -236

800+62.22 RDWYEXC

Excavation 0.00 0 0 0.90 Subsoil Exc 0.00 0 0 0.90 Fill 48.96 13 13 1.00 -249

TOPSOIL

Excavation 0.00 0 0 0.00 Subsoil Exc 1.43 0 0 0.00 Fill 0.00 0 0 0.00 -249 Mass ordinate for TOPSOIL = 0

ACP1

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 11.88 3 0 0.00 -249

RAM2

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 26.85 7 0 0.00 -249

SHOULDERBACKFILL

Excavation 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 1.29 1 0 0.00 -249

800+64.75 RDWYEXC

Excavation 0.00 0 0 0.90

Page: 39

Subsoil Exc 0.00 0 0 0.90