Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg4\E2W90_earthwork.inp Output File: E2W90earth.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 4\earth_E2W90.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 /* skip areas 1 46 46 from 23+50.00 R 1 to 25+00.00 R 1 */ 1 47 47 1 48 48 End Area Decimal Places = 1 1 49 49 1 50 50 Centroid Adjustment 1 51 51 1 52 52 Process Earthwork for Baseline = ICE2W90 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 702+50.0000 R 1 1 56 56 end sta = 707+20.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = ICE2W90 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 702+50.0000 DIRT Common Exc 856.5 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 94.8 0 0 1.00 0 703+00.0000 DIRT Common Exc 900.6 1661 1661 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 95.7 180 180 1.00 1481 703+50.0000 DIRT Common Exc 1056.5 1901 1901 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 173.7 262 262 1.00 3120 704+00.0000 DIRT Common Exc 1058.6 2154 2154 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 293.6 476 476 1.00 4798 704+50.0000 DIRT Common Exc 916.5 2067 2067 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 627.7 964 964 1.00 5901 705+00.0000 DIRT Common Exc 545.8 1489 1489 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 900.4 1556 1556 1.00 5834 705+50.0000 DIRT Common Exc 390.1 908 908 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1232.7 2070 2070 1.00 4672 706+00.0000 DIRT Common Exc 130.0 467 467 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 929.8 1941 1941 1.00 3198 706+50.0000 DIRT Common Exc 18.1 130 130 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1265.1 1929 1929 1.00 1399 707+00.0000 DIRT Common Exc 36.0 49 49 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1732.6 2739 2739 1.00 -1291 707+20.0000 DIRT Common Exc 138.3 65 65 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1974.8 1390 1390 1.00 -2616 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 10891 10891 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 13507 13507 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 ) ------------ ------------ ------------ ------------ ------------ 702+50.000000 602.98 4.50 50.00 51.04 703+00.000000 600.99 9.23 50.00 52.46 703+50.000000 599.79 22.99 50.00 55.00 704+00.000000 598.48 42.46 50.00 56.52 704+50.000000 594.84 42.92 50.00 55.00 705+00.000000 591.55 22.56 50.00 52.41 705+50.000000 590.15 9.01 50.00 48.48 706+00.000000 591.26 -28.92 50.00 47.47 706+50.000000 591.95 -4.25 50.00 49.33 707+00.000000 591.28 -4.51 20.00 20.24 707+20.000000 590.39 12.36 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 = 706+75.655871 DIRT Common Exc 10802 10802 10802 10802 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 10802 10802 10802 10802 1.00