Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg5\W90E24_earthwork.inp Output File: W90E24earth.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_W90E24.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 = TRW90E24 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 610+00.0000 R 1 1 56 56 end sta = 614+00.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = TRW90E24 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 610+00.0000 DIRT Common Exc 1.8 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1627.1 0 0 1.00 0 610+50.0000 DIRT Common Exc 1.6 4 4 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 2922.0 5814 5814 1.00 -5810 611+00.0000 DIRT Common Exc 682.2 899 899 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 599.8 4628 4628 1.00 -9539 611+50.0000 DIRT Common Exc 1071.5 2226 2226 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 290.4 1130 1130 1.00 -8443 612+00.0000 DIRT Common Exc 838.9 2391 2391 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 121.2 515 515 1.00 -6567 612+50.0000 DIRT Common Exc 811.7 1850 1850 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 58.4 201 201 1.00 -4918 613+00.0000 DIRT Common Exc 671.8 1374 1374 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 20.7 73 73 1.00 -3617 613+50.0000 DIRT Common Exc 706.0 1276 1276 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1.8 21 21 1.00 -2362 614+00.0000 DIRT Common Exc 566.8 1179 1179 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 2 2 1.00 -1185 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 11199 11199 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 12384 12384 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 ) ------------ ------------ ------------ ------------ ------------ 610+00.000000 636.52 -64.32 50.00 69.01 610+50.000000 639.27 -110.00 50.00 70.96 611+00.000000 635.12 -82.15 50.00 68.55 611+50.000000 638.47 -87.93 50.00 67.57 612+00.000000 639.61 -73.15 50.00 60.53 612+50.000000 641.84 -75.65 50.00 50.00 613+00.000000 642.86 -71.56 50.00 50.00 613+50.000000 644.38 -54.93 50.00 50.00 614+00.000000 646.11 -44.05