Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg1\WBI90W14_earthwork.inp Output File: W90W14earth.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_W90W14.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 = NNH90W14 1 54 54 job number = all 1 55 55 1 56 56 beg sta = 800+50.0000 R 1 1 57 57 end sta = 808+50.0000 R 1 0 0 58 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = NNH90W14 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 800+50.0000 DIRT Common Exc 258.5 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 0 801+00.0000 DIRT Common Exc 545.5 745 745 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 745 801+50.0000 DIRT Common Exc 697.4 1156 1156 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 1901 802+00.0000 DIRT Common Exc 720.4 1345 1345 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 3246 802+50.0000 DIRT Common Exc 537.4 1210 1210 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 4456 803+00.0000 DIRT Common Exc 197.3 673 673 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 5129 803+50.0000 DIRT Common Exc 49.8 206 206 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 3.3 3 3 1.00 5332 804+00.0000 DIRT Common Exc 0.0 44 44 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 90.2 83 83 1.00 5293 804+50.0000 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 251.3 324 324 1.00 4969 805+00.0000 DIRT Common Exc 18.7 17 17 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 466.0 664 664 1.00 4322 805+50.0000 DIRT Common Exc 20.6 36 36 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1055.3 1405 1405 1.00 2953 806+00.0000 DIRT Common Exc 0.0 19 19 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1579.7 2469 2469 1.00 503 806+50.0000 DIRT Common Exc 18.2 17 17 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1646.6 3000 3000 1.00 -2480 807+00.0000 DIRT Common Exc 81.2 93 93 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 993.1 2467 2467 1.00 -4854 807+50.0000 DIRT Common Exc 13.9 88 88 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 941.0 1797 1797 1.00 -6563 808+00.0000 DIRT Common Exc 21.6 32 32 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1112.9 1865 1865 1.00 -8396 808+50.0000 DIRT Common Exc 25.1 42 42 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1152.7 2052 2052 1.00 -10406 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 5723 5723 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 16129 16129 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 ) ------------ ------------ ------------ ------------ ------------ 800+50.000000 677.00 15.14 50.00 50.00 801+00.000000 675.22 10.98 50.00 50.20 801+50.000000 675.67 11.71 50.00 51.23 802+00.000000 676.37 11.55 50.00 51.96 802+50.000000 676.82 7.98 50.00 49.48 803+00.000000 677.17 -11.48 50.00 45.13 803+50.000000 678.07 -17.90 50.00 47.83 804+00.000000 679.67 4.79 50.00 51.21 804+50.000000 680.31 2.48 50.00 49.99 805+00.000000 680.62 -2.56 50.00 49.87 805+50.000000 676.89 1.80 50.00 50.60 806+00.000000 674.86 1.79 50.00 50.21 806+50.000000 676.84 -0.51 50.00 50.47 807+00.000000 681.23 3.37 50.00 50.17 807+50.000000 685.28 -2.34 50.00 49.03 808+00.000000 685.02 -3.92 50.00 48.90 808+50.000000 685.49 -5.66 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 = 806+08.466869 DIRT Common Exc 5454 5454 5454 5454 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 5454 5454 5454 5454 1.00