Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg4\MUNI_earthwork.inp Output File: MUNIearth.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 4\earth_MUNI.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 13+00.00 R 1 to 14+50.00 R 1 1 49 49 1 50 50 End Area Decimal Places = 1 1 51 51 1 52 52 Process Earthwork for Baseline = ICMUNI 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 11+00.0000 R 1 1 56 56 end sta = 19+75.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = ICMUNI 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 11+00.00000 DIRT Common Exc 85.6 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 15.3 0 0 1.00 0 11+50.00000 DIRT Common Exc 69.6 144 144 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 20.7 33 33 1.00 111 12+00.00000 DIRT Common Exc 42.5 104 104 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 42.9 59 59 1.00 156 12+50.00000 DIRT Common Exc 9.2 48 48 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 80.0 114 114 1.00 90 12+90.00000 DIRT Common Exc 0.0 7 7 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 170.4 185 185 1.00 -88 SKIP STATION RANGE = 13+00.000000 to 14+50.000000 14+65.00000 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 537.2 325 325 1.00 -413 15+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 442.5 628 628 1.00 -1041 15+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 430.7 810 810 1.00 -1851 16+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 360.3 739 739 1.00 -2590 16+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 271.1 591 591 1.00 -3181 17+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 233.9 459 459 1.00 -3640 17+50.00000 DIRT Common Exc 4.4 4 4 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 134.9 329 329 1.00 -3965 18+00.00000 DIRT Common Exc 10.4 14 14 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 109.8 226 226 1.00 -4177 18+50.00000 DIRT Common Exc 11.5 21 21 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 96.4 197 197 1.00 -4353 19+00.00000 DIRT Common Exc 47.5 55 55 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 62.3 148 148 1.00 -4446 19+50.00000 DIRT Common Exc 49.7 90 90 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 45.0 99 99 1.00 -4455 19+75.00000 DIRT Common Exc 34.4 39 39 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 43.1 41 41 1.00 -4457 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 526 526 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 4983 4983 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 ) ------------ ------------ ------------ ------------ ------------ 11+00.000000 596.40 2.09 50.00 50.00 11+50.000000 597.71 1.78 50.00 50.00 12+00.000000 598.85 6.24 50.00 50.00 12+50.000000 599.66 9.85 40.00 40.00 12+90.000000 599.51 11.85 175.00 174.80 14+65.000000 597.73 4.52 35.00 34.60 15+00.000000 599.33 1.57 50.00 50.10 15+50.000000 598.21 -2.66 50.00 50.48 16+00.000000 597.53 -2.41 50.00 50.55 16+50.000000 596.37 -3.43 50.00 49.12 17+00.000000 593.67 12.85 50.00 48.17 17+50.000000 592.82 6.67 50.00 49.79 18+00.000000 591.40 -4.39 50.00 51.65 18+50.000000 590.12 -13.22 50.00 50.20 19+00.000000 588.49 9.23 50.00 50.00 19+50.000000 587.25 14.86 25.00 25.00 19+75.000000 587.00 7.61 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 = 12+70.224719 DIRT Common Exc 300 300 300 300 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 300 300 300 300 1.00