Input File: \\col1\projects\PR40566\geo\all\criteria\input\ccg1\W14ext_earthwork.inp Output File: W14extearth.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_W14EXT.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 = NNHW14CON 1 53 53 job number = all 1 54 54 1 55 55 beg sta = 101+00.0000 R 1 1 56 56 end sta = 108+25.0000 R 1 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = NNHW14CON 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 101+00.0000 DIRT Common Exc 117.4 0 0 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 4.5 0 0 1.00 0 101+25.0000 DIRT Common Exc 88.5 91 91 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 4.1 4 4 1.00 87 101+50.0000 DIRT Common Exc 66.2 71 71 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 6.0 5 5 1.00 153 101+75.0000 DIRT Common Exc 64.7 61 61 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 2.0 4 4 1.00 210 102+00.0000 DIRT Common Exc 76.7 65 65 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.1 1 1 1.00 274 102+25.0000 DIRT Common Exc 99.4 82 82 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 356 102+50.0000 DIRT Common Exc 135.3 109 109 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 465 102+75.0000 DIRT Common Exc 161.9 138 138 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 603 103+00.0000 DIRT Common Exc 195.2 165 165 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 768 103+25.0000 DIRT Common Exc 228.3 196 196 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 0.0 0 0 1.00 964 103+50.0000 DIRT Common Exc 272.0 232 232 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 1196 103+75.0000 DIRT Common Exc 307.5 268 268 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 1464 104+00.0000 DIRT Common Exc 345.6 302 302 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 1766 104+25.0000 DIRT Common Exc 379.2 336 336 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 2102 104+50.0000 DIRT Common Exc 414.6 367 367 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 2469 104+75.0000 DIRT Common Exc 435.8 394 394 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 2863 105+00.0000 DIRT Common Exc 350.6 364 364 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 3227 105+25.0000 DIRT Common Exc 262.4 284 284 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 3511 105+50.0000 DIRT Common Exc 235.3 233 233 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 3744 105+75.0000 DIRT Common Exc 220.2 214 214 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 3958 106+00.0000 DIRT Common Exc 211.6 204 204 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 4162 106+25.0000 DIRT Common Exc 410.1 288 288 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 4450 107+25.0000 DIRT Common Exc 162.1 1051 1051 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 1.0 2 2 1.00 5499 107+50.0000 DIRT Common Exc 130.1 135 135 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 8.8 5 5 1.00 5629 107+75.0000 DIRT Common Exc 95.9 105 105 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 19.8 13 13 1.00 5721 108+00.0000 DIRT Common Exc 58.0 71 71 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 22.4 20 20 1.00 5772 108+25.0000 DIRT Common Exc 62.3 56 56 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 10.7 15 15 1.00 5813 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 5882 5882 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 69 69 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 ) ------------ ------------ ------------ ------------ ------------ 101+00.000000 674.73 -11.98 25.00 23.85 101+25.000000 674.56 -6.50 25.00 24.68 101+50.000000 674.35 -2.25 25.00 25.00 101+75.000000 674.08 -1.34 25.00 25.00 102+00.000000 673.94 -2.25 25.00 25.00 102+25.000000 673.94 -3.88 25.00 25.00 102+50.000000 674.09 -5.19 25.00 25.00 102+75.000000 674.21 -6.60 25.00 25.00 103+00.000000 674.52 -7.24 25.00 25.00 103+25.000000 674.94 -7.28 25.00 25.00 103+50.000000 675.54 -6.65 25.00 25.00 103+75.000000 676.07 -5.04 25.00 25.00 104+00.000000 676.68 -2.39 25.00 25.00 104+25.000000 677.29 0.37 25.00 25.00 104+50.000000 677.83 3.31 25.00 25.00 104+75.000000 678.34 6.07 25.00 25.00 105+00.000000 677.76 6.06 25.00 24.99 105+25.000000 676.23 -3.34 25.00 25.33 105+50.000000 676.15 -3.39 25.00 25.38 105+75.000000 676.15 -4.17 25.00 25.51 106+00.000000 676.08 -6.04 25.00 25.00 106+25.000000 678.70 6.04 100.00 99.17 107+25.000000 676.80 0.56 25.00 25.00 107+50.000000 676.66 0.99 25.00 25.00 107+75.000000 676.36 -2.38 25.00 25.00 108+00.000000 676.13 -4.14 25.00 25.00 108+25.000000 676.04 -2.01