Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg5\SMID_earthwork.inp Output File: I90earth.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_SMID.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 = TRSMID 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 54+00.0000 R 1 1 56 56 end sta = 60+00.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = TRSMID 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 54+00.00000 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 1314.4 0 0 1.00 0 54+50.00000 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 834.3 1991 1991 1.00 -1991 56+00.00000 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 649.4 4072 4072 1.00 -6063 56+50.00000 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 1513.6 1930 1930 1.00 -7993 57+00.00000 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 1653.6 2813 2813 1.00 -10806 57+50.00000 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 1717.0 3000 3000 1.00 -13806 58+00.00000 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 1567.0 2951 2951 1.00 -16757 58+50.00000 DIRT Common Exc 2073.5 1555 1555 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1689.7 2442 2442 1.00 -17644 59+00.00000 DIRT Common Exc 1318.9 4719 4719 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1693.7 4706 4706 1.00 -17631 59+50.00000 DIRT Common Exc 1262.6 3326 3326 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1381.7 3962 3962 1.00 -18267 60+00.00000 DIRT Common Exc 1094.2 3042 3042 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 921.1 2972 2972 1.00 -18197 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 12642 12642 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 30839 30839 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 ) ------------ ------------ ------------ ------------ ------------ 54+00.000000 656.13 -12.54 50.00 50.03 54+50.000000 659.26 12.31 150.00 148.20 56+00.000000 661.00 7.27 50.00 48.19 56+50.000000 655.66 10.41 50.00 47.95 57+00.000000 654.30 9.64 50.00 48.06 57+50.000000 653.24 9.32 50.00 48.52 58+00.000000 653.24 5.13 50.00 40.49 58+50.000000 650.17 142.27 50.00 75.12 59+00.000000 647.07 91.53 50.00 69.58 59+50.000000 646.28 90.72 50.00 69.70 60+00.000000 644.84 92.67