Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg5\CHEW90_earthwork.inp Output File: CHEW90earth.log 1 1 1 1 2 2 1 3 3 Earthwork 1 4 4 1 5 5 tolerance = 0.010000 1 6 6 1 7 7 vertical search distance = 500.000000 1 8 8 1 9 9 xs dgn = p:\PR40566\cadd\refr\contract group 5\earth_CHEW90.dgn 1 10 10 1 11 11 Proposed Finish Grade 1 12 12 soil type = dirt 1 13 13 roadway exc mult factor = 1.000000 1 14 14 subsoil exc mult factor = 1.000000 1 15 15 fill mult factor = 1.000000 1 16 16 type = line, line_string 1 17 17 lvname = XS_P_Finished_Grade 1 18 18 lvname = XS_P_Subgrade 1 19 19 lvname = XS_P_Barrier 1 20 20 lvname = XS_P_Ditch_Bottom 1 21 21 lc = 0,ByLevel 1 22 22 wt = 2,ByLevel 1 23 23 co = 2,ByLevel 1 24 24 1 25 25 Existing Ground Line 1 26 26 soil type = dirt 1 27 27 roadway exc mult factor = 1.000000 1 28 28 subsoil exc mult factor = 1.000000 1 29 29 fill mult factor = 1.000000 1 30 30 type = line, line_string 1 31 31 lvname = XS_X_Ground_Line 1 32 32 lc = ByLevel 1 33 33 wt = ByLevel 1 34 34 co = 0,ByLevel 1 35 35 1 36 36 Write Earthwork Shapes 1 37 37 plot param 1 38 38 lv = 6449 1 39 39 lvname = XS_P_Earthwork_Shapes 1 40 40 co = 1 1 41 41 wt = 0 1 42 42 lc = 0 1 43 43 Stratify Shape Color 1 44 44 1 45 45 Centroid Adjustment 1 46 46 1 47 47 /* skip areas 1 48 48 from 23+50.00 R 1 to 25+00.00 R 1 */ 1 49 49 1 50 50 End Area Decimal Places = 1 1 51 51 1 52 52 Process Earthwork for Baseline = TRCHEW90 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 803+00.0000 R 1 1 56 56 end sta = 811+00.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = TRCHEW90 COMPUTING EARTHWORKS FOR JOB = ALL FORMING LIST OF XSCELLS BEGINNING EARTHWORKS COMPUTATION Material Name End Areas Unadjusted Adjusted Mult Mass Station Volumes Volumes Factor Ordinate (sq. ft.) (cu. yd.) (cu. yd.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 803+00.0000 DIRT Common Exc 213.9 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 0 803+50.0000 DIRT Common Exc 311.2 479 479 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 479 804+00.0000 DIRT Common Exc 336.6 594 594 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 1073 804+50.0000 DIRT Common Exc 412.8 671 671 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 1744 805+00.0000 DIRT Common Exc 444.9 764 764 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 2508 805+65.0000 DIRT Common Exc 733.8 1476 1476 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.9 1 1 1.00 3983 806+00.0000 DIRT Common Exc 619.6 865 865 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 4.4 3 3 1.00 4845 806+50.0000 DIRT Common Exc 740.5 1199 1199 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 29.8 30 30 1.00 6014 807+00.0000 DIRT Common Exc 845.7 1469 1469 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 80.4 102 102 1.00 7381 807+50.0000 DIRT Common Exc 858.9 1578 1578 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 168.6 231 231 1.00 8728 808+00.0000 DIRT Common Exc 974.9 1691 1691 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 355.6 483 483 1.00 9936 808+50.0000 DIRT Common Exc 1121.7 1752 1752 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 297 297 1.00 11391 809+00.0000 DIRT Common Exc 1271.0 1857 1857 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 13248 809+50.0000 DIRT Common Exc 1569.1 2230 2230 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 15478 810+00.0000 DIRT Common Exc 2067.1 3163 3163 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 5.3 5 5 1.00 18636 810+50.0000 DIRT Common Exc 1810.5 3499 3499 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 5.4 10 10 1.00 22125 811+00.0000 DIRT Common Exc 1566.8 2970 2970 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 5.6 10 10 1.00 25085 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.) ---------------------------- ---------- ---------- ------ DIRT Common Exc 26257 26257 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 1172 1172 1.00 C E N T R O I D S U M M A R Y Station Centroid Centroid Unadjusted Adjusted Elevation Offset Length Length ( ft ) ( ft ) ( ft ) ( ft ) ------------ ------------ ------------ ------------ ------------ 803+00.000000 651.61 5.16 50.00 49.28 803+50.000000 650.75 -1.45 50.00 49.48 804+00.000000 649.25 3.96 50.00 48.34 804+50.000000 647.97 4.02 50.00 48.12 805+00.000000 646.23 5.01 65.00 67.61 805+65.000000 645.00 -14.65 35.00 34.51 806+00.000000 643.59 18.04 50.00 47.61 806+50.000000 642.58 23.08 50.00 50.00 807+00.000000 641.33 25.08 50.00 50.00 807+50.000000 639.44 16.90 50.00 49.78 808+00.000000 638.57 9.70 50.00 45.13 808+50.000000 637.08 35.36 50.00 41.92 809+00.000000 636.99 39.50 50.00 42.41 809+50.000000 636.25 30.80 50.00 46.98 810+00.000000 634.96 -2.81 50.00 48.72 810+50.000000 636.03 14.87 50.00 47.49 811+00.000000 636.61 17.48