Input File: ewkprj.inp Output File: EW_WH_South.log 1 1 1 1 2 2 1 3 3 Earthwork 1 4 4 1 5 5 tolerance = 0.100000 1 6 6 1 7 7 vertical search distance = 500.000000 1 8 8 1 9 9 xs dgn = M:\12002 (ODOT D2 - Structural GES)\Task 2C - LUC-20A-3.55 4.55 (PID 94407) Roundabouts\Roadway\Quantities\WH_EW.dgn 1 10 10 1 11 11 Proposed Finish Grade 1 12 12 soil type = 203-EARTH 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 = DR_P_Ditch 1 19 19 lvname = XS_P_Subgrade 1 20 20 1 21 21 Existing Ground Line 1 22 22 soil type = 203-EARTH 1 23 23 roadway exc mult factor = 1.000000 1 24 24 subsoil exc mult factor = 1.000000 1 25 25 fill mult factor = 1.000000 1 26 26 type = line, line_string 1 27 27 lvname = XS_X_Ground_Line 1 28 28 1 29 29 Existing Unsuitable Material 1 30 30 soil type = 203-PAVT 1 31 31 roadway exc mult factor = 1.000000 1 32 32 subsoil exc mult factor = 1.000000 1 33 33 fill mult factor = 1.000000 1 34 34 type = line, line_string 1 35 35 lvname = XS_X_Pavt 1 36 36 1 37 37 Excavation Limit 1 38 38 type = line 1 39 39 lvname = XS_P_Excavation_Limits 1 40 40 1 41 41 Write Earthwork Shapes 1 42 42 plot param 1 43 43 lv = 6449 1 44 44 lvname = XS_P_Earthwork_Shapes 1 45 45 co = ByLevel 1 46 46 wt = ByLevel 1 47 47 lc = ByLevel 1 48 48 Stratify Shape Color 1 49 49 1 50 50 End Area Decimal Places = 1 1 51 51 1 52 52 Process Earthwork for Baseline = WH-SPRENCER 1 53 53 job number = 001 1 54 54 1 55 55 beg sta = 27+50.00 R 1 1 56 56 end sta = 29+50 0 0 57 END_OF_FILE COMPUTING EARTHWORKS FOR BASELINE = WH-SPRENCER COMPUTING EARTHWORKS FOR JOB = 001 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.) ----------- ---------------- ---------- ---------- ---------- ------ -------- 28+00.00 203-EARTH Common Exc 32.5 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 0 203-PAVT Common Exc 6.8 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 Mass ordinate for 203-PAVT = 0 28+50.00 203-EARTH Common Exc 23.5 52 52 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 14.7 14 14 1.00 38 203-PAVT Common Exc 7.1 13 13 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 38 Mass ordinate for 203-PAVT = 13 29+00.00 203-EARTH Common Exc 18.8 39 39 1.00 Subgrade Exc 0.0 0 0 1.00 Subsoil Exc 0.0 0 0 1.00 Fill 20.8 33 33 1.00 44 203-PAVT Common Exc 7.2 13 13 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 44 Mass ordinate for 203-PAVT = 26 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.) ---------------------------- ---------- ---------- ------ 203-EARTH Common Exc 91 91 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 47 47 1.00 203-PAVT Common Exc 26 26 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 0 0 1.00 S P L I T S U M M A R Y T O T A L S XS Quant XS Quant Add/Sub Quant Add/Sub Quant Material Name Unadjusted Adjusted Unadjusted Adjusted Mult Volume Volume Volume Volume Factor (cu. yd.) (cu. yd.) (cu. yd.) (cu. yd.) ---------------------------- ---------- ---------- ------------- ------------- ------ 203-EARTH Common Exc 91 91 0 0 1.00 Subgrade Exc 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 47 47 0 0 1.00 203-PAVT Common Exc 26 26 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