Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg5\CEDAR_earthwork.inp Output File: CEDARearth.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_CEDAR.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 = TRCED 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 12+00.0000 R 1 1 56 56 end sta = 15+85.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = TRCED 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+00.00000 DIRT Common Exc 76.7 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 2.0 0 0 1.00 0 12+50.00000 DIRT Common Exc 73.3 139 139 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1.8 4 4 1.00 135 13+00.00000 DIRT Common Exc 76.2 138 138 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 2.8 4 4 1.00 269 14+00.00000 DIRT Common Exc 99.1 324 324 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 5 5 1.00 588 14+50.00000 DIRT Common Exc 119.7 203 203 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 791 15+00.00000 DIRT Common Exc 164.8 265 265 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 1056 15+50.00000 DIRT Common Exc 169.7 310 310 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 1366 15+85.00000 DIRT Common Exc 173.5 222 222 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 1588 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 1601 1601 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 13 13 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+00.000000 668.18 -0.05 50.00 50.04 12+50.000000 667.98 -0.25 50.00 49.89 13+00.000000 668.19 1.10 100.00 99.78 14+00.000000 668.30 -0.22 50.00 50.21 14+50.000000 668.37 -1.44 50.00 50.35 15+00.000000 668.70 -1.33 50.00 50.01 15+50.000000 668.54 -1.52 35.00 35.00 15+85.000000 668.41 -3.68