Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg4\E90W2_earthwork.inp Output File: E90W2earth.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_E90W2.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 = ICE90W2 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 505+50.0000 R 1 1 56 56 end sta = 509+00.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = ICE90W2 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 505+50.0000 DIRT Common Exc 391.7 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 247.4 0 0 1.00 0 506+00.0000 DIRT Common Exc 339.1 902 902 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 115.4 448 448 1.00 454 506+50.0000 DIRT Common Exc 204.0 567 567 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 3.0 124 124 1.00 897 507+00.0000 DIRT Common Exc 194.5 352 352 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1.6 4 4 1.00 1245 507+50.0000 DIRT Common Exc 140.7 429 429 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 829.8 1064 1064 1.00 610 508+00.0000 DIRT Common Exc 59.1 317 317 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 488.3 2094 2094 1.00 -1167 508+50.0000 DIRT Common Exc 143.2 280 280 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 165.6 904 904 1.00 -1791 509+00.0000 DIRT Common Exc 1059.1 1634 1634 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 79.1 333 333 1.00 -490 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 4481 4481 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 4971 4971 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 ) ------------ ------------ ------------ ------------ ------------ 505+50.000000 582.41 -77.64 50.00 66.67 506+00.000000 582.07 -55.22 50.00 56.40 506+50.000000 583.71 10.04 50.00 47.67 507+00.000000 585.15 6.40 50.00 69.12 507+50.000000 591.10 -141.26 50.00 85.78 508+00.000000 591.83 -111.06 50.00 74.64 508+50.000000 593.64 -62.66 50.00 73.39 509+00.000000 601.20 -102.28 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 = 507+79.446890 DIRT Common Exc 2359 2359 2359 2359 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 2359 2359 2359 2359 1.00