Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg5\E90SUP_earthwork.inp Output File: E90SUPearth.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_E90SUP.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 = TRE90SUP 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 1008+75.0000 R 1 1 56 56 end sta = 1011+75.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = TRE90SUP 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 1008+75.00 DIRT Common Exc 1674.5 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 27.3 0 0 1.00 0 1009+00.00 DIRT Common Exc 931.1 1206 1206 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 41.0 32 32 1.00 1174 1009+50.00 DIRT Common Exc 1650.6 2390 2390 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 63.7 97 97 1.00 3467 1010+00.00 DIRT Common Exc 1646.7 3053 3053 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 184.6 230 230 1.00 6290 1010+50.00 DIRT Common Exc 1613.8 3019 3019 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 164.1 323 323 1.00 8986 1011+00.00 DIRT Common Exc 1583.6 2961 2961 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 173.8 313 313 1.00 11634 1011+50.00 DIRT Common Exc 2593.6 3868 3868 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 126.5 278 278 1.00 15224 1011+75.00 DIRT Common Exc 1547.4 1915 1915 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 110.9 110 110 1.00 17029 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 18412 18412 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 1383 1383 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 ) ------------ ------------ ------------ ------------ ------------ 1008+75.00 638.51 -38.64 25.00 25.00 1009+00.00 639.49 -68.88 50.00 50.00 1009+50.00 636.75 -46.71 50.00 50.00 1010+00.00 636.62 -50.06 50.00 50.00 1010+50.00 635.41 -52.71 50.00 50.00 1011+00.00 634.59 -53.32 50.00 50.00 1011+50.00 633.91 -35.82 25.00 24.97 1011+75.00 633.90 -48.10