Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg1\E14WBI90_earthwork.inp Output File: E14W90earth.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 1\earth_E14W90.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_Ret_Wall 1 20 20 lvname = XS_P_Barrier 1 21 21 lvname = XS_P_Ditch_Bottom 1 22 22 lc = 0,ByLevel 1 23 23 wt = 2,ByLevel 1 24 24 co = 1,2,ByLevel 1 25 25 1 26 26 Existing Ground Line 1 27 27 soil type = dirt 1 28 28 roadway exc mult factor = 1.000000 1 29 29 subsoil exc mult factor = 1.000000 1 30 30 fill mult factor = 1.000000 1 31 31 type = line, line_string 1 32 32 lvname = XS_X_Ground_Line 1 33 33 lc = ByLevel 1 34 34 wt = ByLevel 1 35 35 co = 0,ByLevel 1 36 36 1 37 37 Write Earthwork Shapes 1 38 38 plot param 1 39 39 lv = 6449 1 40 40 lvname = XS_P_Earthwork_Shapes 1 41 41 co = 1 1 42 42 wt = 0 1 43 43 lc = 0 1 44 44 Stratify Shape Color 1 45 45 1 46 46 /* skip areas 1 47 47 from 23+50.00 R 1 to 25+00.00 R 1 */ 1 48 48 1 49 49 End Area Decimal Places = 1 1 50 50 1 51 51 Centroid Adjustment 1 52 52 1 53 53 Process Earthwork for Baseline = NNHE14T2 1 54 54 job number = all 1 55 55 1 56 56 beg sta = 3000+05.0000 R 1 1 57 57 end sta = 3008+00.0000 R 1 0 0 58 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = NNHE14T2 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 3000+05.000 DIRT Common Exc 118.4 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.1 0 0 1.00 0 3000+50.000 DIRT Common Exc 108.7 189 189 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 3.5 3 3 1.00 186 3001+00.000 DIRT Common Exc 30.0 128 128 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 31.2 32 32 1.00 282 3001+50.000 DIRT Common Exc 0.0 28 28 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 147.8 166 166 1.00 144 3002+00.000 DIRT Common Exc 0.0 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 332.4 445 445 1.00 -301 3002+50.000 DIRT Common Exc 0.0 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 635.1 898 898 1.00 -1199 3003+00.000 DIRT Common Exc 0.0 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1004.1 1530 1530 1.00 -2729 3003+50.000 DIRT Common Exc 0.0 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1390.7 2248 2248 1.00 -4977 3004+00.000 DIRT Common Exc 0.0 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1475.5 2692 2692 1.00 -7669 3004+50.000 DIRT Common Exc 0.0 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1373.7 2668 2668 1.00 -10337 3005+00.000 DIRT Common Exc 0.0 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 979.8 2204 2204 1.00 -12541 3005+50.000 DIRT Common Exc 0.0 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 902.3 1766 1766 1.00 -14307 3006+00.000 DIRT Common Exc 102.4 96 96 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 845.6 1646 1646 1.00 -15857 3006+50.000 DIRT Common Exc 98.2 189 189 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 705.8 1464 1464 1.00 -17132 3007+00.000 DIRT Common Exc 95.4 181 181 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 548.9 1174 1174 1.00 -18125 3007+50.000 DIRT Common Exc 81.6 166 166 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 424.2 910 910 1.00 -18869 3008+00.000 DIRT Common Exc 0.0 76 76 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 648.6 1000 1000 1.00 -19793 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 1053 1053 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 20846 20846 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 ) ------------ ------------ ------------ ------------ ------------ 3000+05.00000 669.11 -21.19 45.00 45.00 3000+50.00000 669.78 -24.61 50.00 50.00 3001+00.00000 668.66 -12.05 50.00 50.00 3001+50.00000 668.56 -0.73 50.00 50.00 3002+00.00000 669.53 -3.58 50.00 50.15 3002+50.00000 670.23 -6.06 50.00 50.40 3003+00.00000 670.37 -20.31 50.00 50.70 3003+50.00000 670.84 -25.57 50.00 50.72 3004+00.00000 673.68 -21.48 50.00 50.56 3004+50.00000 676.36 -15.34 50.00 50.58 3005+00.00000 679.53 -22.61 50.00 50.67 3005+50.00000 682.42 -21.19 50.00 50.84 3006+00.00000 686.19 -34.11 50.00 50.97 3006+50.00000 687.99 -34.80 50.00 50.55 3007+00.00000 689.57 -36.65 50.00 50.53 3007+50.00000 690.58 -35.09 50.00 50.33 3008+00.00000 687.32 -23.72 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 = 3001+66.180138 DIRT Common Exc 345 345 345 345 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 345 345 345 345 1.00