Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg1\CR_earthwork.inp Output File: CRearth.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_CR.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 /* 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 = NNHCR 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 10+50.0000 R 1 1 56 56 end sta = 13+25.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = NNHCR 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 10+50.00000 DIRT Common Exc 2015.9 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 10+75.00000 DIRT Common Exc 1247.9 1460 1460 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 1460 11+00.00000 DIRT Common Exc 1100.6 1076 1076 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 2536 11+25.00000 DIRT Common Exc 971.0 951 951 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 3487 11+50.00000 DIRT Common Exc 781.9 808 808 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 4295 11+75.00000 DIRT Common Exc 605.6 642 642 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 4937 12+00.00000 DIRT Common Exc 409.0 467 467 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 5404 12+25.00000 DIRT Common Exc 228.3 286 286 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1.7 1 1 1.00 5689 12+50.00000 DIRT Common Exc 151.1 169 169 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 38.1 18 18 1.00 5840 12+75.00000 DIRT Common Exc 143.1 135 135 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 38.2 35 35 1.00 5940 13+00.00000 DIRT Common Exc 86.7 108 108 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 29.3 32 32 1.00 6016 13+25.00000 DIRT Common Exc 79.2 78 78 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 21.5 24 24 1.00 6070 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 6180 6180 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 110 110 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 ) ------------ ------------ ------------ ------------ ------------ 10+50.000000 618.16 -21.77 25.00 24.15 10+75.000000 617.70 -2.19 25.00 24.74 11+00.000000 617.70 -1.99 25.00 24.78 11+25.000000 617.88 -1.55 25.00 24.88 11+50.000000 617.95 -0.38 25.00 25.00 11+75.000000 618.23 0.31 25.00 24.84 12+00.000000 618.52 2.21 25.00 24.26 12+25.000000 619.17 9.68 25.00 24.09 12+50.000000 620.06 4.96 25.00 24.75 12+75.000000 621.11 -0.90 25.00 25.28 13+00.000000 622.06 -3.60 25.00 25.50 13+25.000000 623.53 -4.37