Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg1\E9EXT_earthwork.inp Output File: E9EXTearth.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_E9EXT.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 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 = NNHE9 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 12+30.0000 R 1 1 56 56 end sta = 26+50.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = NNHE9 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 12+30.00000 DIRT Common Exc 199.6 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 13+00.00000 DIRT Common Exc 2445.7 3429 3429 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 3429 13+50.00000 DIRT Common Exc 3401.8 5414 5414 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 8843 14+00.00000 DIRT Common Exc 2273.9 5264 5264 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 14107 14+50.00000 DIRT Common Exc 1624.4 3624 3624 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 17731 15+00.00000 DIRT Common Exc 1199.5 2628 2628 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 20359 15+50.00000 DIRT Common Exc 884.8 1942 1942 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 22301 16+00.00000 DIRT Common Exc 787.4 1560 1560 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 23861 16+50.00000 DIRT Common Exc 850.1 1530 1530 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 25391 17+00.00000 DIRT Common Exc 2424.2 3120 3120 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 28511 17+50.00000 DIRT Common Exc 4041.2 6259 6259 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 34770 18+00.00000 DIRT Common Exc 5179.5 8847 8847 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 43617 18+50.00000 DIRT Common Exc 5456.3 10108 10108 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 53725 19+00.00000 DIRT Common Exc 4909.5 9806 9806 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 63531 19+50.00000 DIRT Common Exc 4436.6 8743 8743 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 72274 20+00.00000 DIRT Common Exc 3756.0 7586 7586 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 79860 20+50.00000 DIRT Common Exc 3268.8 6504 6504 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 86364 21+00.00000 DIRT Common Exc 2966.3 5649 5649 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 92013 21+50.00000 DIRT Common Exc 2691.9 5109 5109 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 97122 22+00.00000 DIRT Common Exc 2437.0 4674 4674 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 101796 22+50.00000 DIRT Common Exc 1995.4 4055 4055 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 105851 23+00.00000 DIRT Common Exc 1443.2 3153 3153 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 109004 SKIP STATION RANGE = 23+50.000000 to 25+00.000000 25+50.00000 DIRT Common Exc 1054.0 4586 4586 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 113590 26+50.00000 DIRT Common Exc 788.5 3395 3395 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 116985 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 116985 116985 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 0 0 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 ) ------------ ------------ ------------ ------------ ------------ 12+30.000000 596.70 -4.44 70.00 70.00 13+00.000000 612.15 9.37 50.00 50.00 13+50.000000 617.15 -0.96 50.00 50.08 14+00.000000 616.18 -5.17 50.00 50.19 14+50.000000 616.56 -5.92 50.00 50.25 15+00.000000 617.60 -8.25 50.00 50.31 15+50.000000 618.97 -9.25 50.00 50.39 16+00.000000 621.59 -12.97 50.00 50.46 16+50.000000 624.83 -13.48 50.00 51.45 17+00.000000 644.03 -69.84 50.00 52.28 17+50.000000 649.00 -60.77 50.00 51.81 18+00.000000 651.61 -43.00 50.00 51.32 18+50.000000 654.33 -32.78 50.00 51.08 19+00.000000 655.91 -29.35 50.00 50.52 19+50.000000 657.25 -25.59 50.00 50.00 20+00.000000 658.24 -24.29 50.00 50.00 20+50.000000 658.68 -20.25 50.00 48.93 21+00.000000 659.55 -15.84 50.00 48.76 21+50.000000 660.81 -10.59 50.00 49.21 22+00.000000 662.40 -6.29 50.00 49.40 22+50.000000 663.59 -6.48 50.00 49.52 23+00.000000 664.31 -3.74 250.00 247.93 25+50.000000 671.44 -5.07 100.00 99.51 26+50.000000 671.86 -0.11