Material Name End Areas Unadjusted Adjusted Mult Mass Station Volumes Volumes Factor Ordinate (square (cubic (cubic meters) meters) meters) ----------- ---------------- ---------- ---------- ---------- ------ -------- 1+380.00 RIPRAP_5 Common Exc 0.00 0 0 0.85 Subgrade Exc 7.88 68 58 0.85 Subsoil Exc 0.00 0 0 0.85 Fill 0.00 0 0 1.00 0 Mass ordinate for RIPRAP_5 = 58 GENERAL Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 27.45 238 238 1.00 -238 RIPRAP Common Exc 0.00 0 0 0.00 Subgrade Exc 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 15.95 136 0 0.00 -238
1. Start with the original cross section and be sure that the fill slopes are elements meeting the
criteria of proposed finished grade and that they do connect to existing ground.
2. Draw the perimeter of the area to be backfilled with riprap at LV=9, CO=22 and connect the top
and bottom to proposed finish grade, LV=10, CO=10. Note: Areas within closed Proposed
Undercuts will be backfilled with that "soil type", in this case, RIPRAP.
3. Trace the riprap area below existing ground at LV=57, CO=3... Existing Unsuitable.
Connect to existing ground. This is necessary to force all excavation for the riprap
into an Existing Unsuitable classification, thus . . . not affecting the general mass, and begin building its own
accumulative mass for separate payment.
4. The drawing above illustrates the finished drawing and all of the correct connections for the
Proposed Finish Grade, Proposed Undercuts, and Existing Unsuitables.
Back to EARTHWORKInput File: steve_rr.inp Output File: steve_rr.log 1 1 1 1 2 2 1 3 3 Earthwork 1 4 4 1 5 5 DISABLE SCREEN OUTPUT 1 6 6 1 7 7 tolerance = 0.03 1 8 8 1 9 9 xs dgn = steve_rr.dgn 1 10 10 1 11 11 Existing Ground Line 1 12 12 soil type = common 1 13 13 roadway exc mult factor = 0.85 1 14 14 subsoil exc mult factor = 0.85 1 15 15 fill mult factor = 1.00 1 16 16 type = line 1 17 17 lv = 56 1 18 18 co = 0 1 19 19 1 20 20 1 21 21 Existing Suitable Material 1 22 22 soil type = common_ex 1 23 23 roadway exc mult factor = 0.85 1 24 24 subsoil exc mult factor = 0.85 1 25 25 fill mult factor = 1.00 1 26 26 type = line 1 27 27 lv = 57 1 28 28 co = 57 1 29 29 1 30 30 Existing Unsuitable Material 1 31 31 soil type = riprap_5 1 32 32 roadway exc mult factor = 0.85 1 33 33 subsoil exc mult factor = 0.85 1 34 34 fill mult factor = 1.00 1 35 35 type = line 1 36 36 lv = 57 1 37 37 co = 3 1 38 38 1 39 39 Existing Unsuitable Material 1 40 40 soil type = riprap_3 1 41 41 roadway exc mult factor = 0.85 1 42 42 subsoil exc mult factor = 0.85 1 43 43 fill mult factor = 1.00 1 44 44 type = line 1 45 45 lv = 57 1 46 46 co = 4 1 47 47 1 48 48 Proposed Finish Grade 1 49 49 soil type = general 1 50 50 roadway exc mult factor = 1.00 1 51 51 subsoil exc mult factor = 1.00 1 52 52 fill mult factor = 1.00 1 53 53 type = line 1 54 54 lv = 2,4,8,10 1 55 55 co = 0,4,10 1 56 56 1 57 57 Proposed Undercut 1 58 58 soil type = pave1 1 59 59 roadway exc mult factor = 0.000001 1 60 60 subsoil exc mult factor = 0.000001 1 61 61 fill mult factor = 0.000001 1 62 62 type = line 1 63 63 lv = 3 1 64 64 co = 3 1 65 65 1 66 66 Proposed Undercut 1 67 67 soil type = pave2 1 68 68 roadway exc mult factor = 0.000001 1 69 69 subsoil exc mult factor = 0.000001 1 70 70 fill mult factor = 0.000001 1 71 71 type = line 1 72 72 lv = 4 1 73 73 co = 4 1 74 74 1 75 75 Proposed Undercut 1 76 76 soil type = rock1 1 77 77 roadway exc mult factor = 0.000001 1 78 78 subsoil exc mult factor = 0.000001 1 79 79 fill mult factor = 0.000001 1 80 80 type = line 1 81 81 lv = 5 1 82 82 co = 5 1 83 83 1 84 84 Proposed Undercut 1 85 85 soil type = rock2 1 86 86 roadway exc mult factor = 0.000001 1 87 87 subsoil exc mult factor = 0.000001 1 88 88 fill mult factor = 0.000001 1 89 89 type = line 1 90 90 lv = 6 1 91 91 co = 6 1 92 92 1 93 93 Proposed Undercut 1 94 94 soil type = rock3 1 95 95 roadway exc mult factor = 0.000001 1 96 96 subsoil exc mult factor = 0.000001 1 97 97 fill mult factor = 0.000001 1 98 98 type = line 1 99 99 lv = 7 1 100 100 co = 7 1 101 101 1 102 102 Proposed Undercut 1 103 103 soil type = riprap 1 104 104 roadway exc mult factor = 0.000001 1 105 105 subsoil exc mult factor = 0.000001 1 106 106 fill mult factor = 0.000001 1 107 107 type = line 1 108 108 lv = 9 1 109 109 co = 22 1 110 110 1 111 111 Excavation Limits 1 112 112 type = line 1 113 113 lv = 43 1 114 114 co = 0 1 115 115 1 116 116 skip area 1 117 117 from 1+351 to 1+372 1 118 118 1 119 119 Write Earthwork Shapes 1 120 120 plot param 1 121 121 lv = 52 1 122 122 co = 0 1 123 123 wt = 0 1 124 124 lc = 0 1 125 125 Stratify Shape Color 1 126 126 1 127 127 /* combine common exc + subgrade exc + subsoil exc */ 1 128 128 1 129 129 Process Earthwork for Baseline = r3th 1 130 130 job number = wsr 1 131 131 1 132 132 beg sta = 1+372 r 1 1 133 133 end sta = 1+387 r 1 MAPPING DGN FILE INTO MEMORY COMPUTING EARTHWORKS FOR BASELINE = R3TH COMPUTING EARTHWORKS FOR JOB = WSR FORMING LIST OF XSCELLS BEGINNING EARTHWORKS COMPUTATION Station 1+372.00 Material Name End Areas Unadjusted Adjusted Mult Mass Station Volumes Volumes Factor Ordinate (square (cubic (cubic meters) meters) meters) ----------- ---------------- ---------- ---------- ---------- ------ -------- 1+372.00 RIPRAP_5 Common Exc 0.00 0 0 0.85 Subgrade Exc 9.15 0 0 0.85 Subsoil Exc 0.00 0 0 0.85 Fill 0.00 0 0 1.00 0 Mass ordinate for RIPRAP_5 = 0 GENERAL Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 32.10 0 0 1.00 0 RIPRAP Common Exc 0.00 0 0 0.00 Subgrade Exc 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 18.12 0 0 0.00 0 Station 1+380.00 1+380.00 RIPRAP_5 Common Exc 0.00 0 0 0.85 Subgrade Exc 7.88 68 58 0.85 Subsoil Exc 0.00 0 0 0.85 Fill 0.00 0 0 1.00 0 Mass ordinate for RIPRAP_5 = 58 GENERAL Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 27.45 238 238 1.00 -238 RIPRAP Common Exc 0.00 0 0 0.00 Subgrade Exc 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 15.95 136 0 0.00 -238 Station 1+387.00 1+387.00 RIPRAP_5 Common Exc 0.00 0 0 0.85 Subgrade Exc 7.93 55 47 0.85 Subsoil Exc 0.00 0 0 0.85 Fill 0.00 0 0 1.00 -238 Mass ordinate for RIPRAP_5 = 105 GENERAL Common Exc 0.00 0 0 1.00 Subgrade Exc 0.00 0 0 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 27.39 192 192 1.00 -430 PAVE2 Common Exc 0.00 0 0 0.00 Subgrade Exc 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 0.00 0 0 0.00 -430 RIPRAP Common Exc 0.00 0 0 0.00 Subgrade Exc 0.00 0 0 0.00 Subsoil Exc 0.00 0 0 0.00 Fill 17.10 116 0 0.00 -430 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 (cubic (cubic meters) meters) ---------------------------- ---------- ---------- ------ RIPRAP_5 Common Exc 0 0 0.85 Subgrade Exc 123 105 0.85 Subsoil Exc 0 0 0.85 Fill 0 0 1.00 GENERAL Common Exc 0 0 1.00 Subgrade Exc 0 0 1.00 Subsoil Exc 0 0 1.00 Fill 430 430 1.00 RIPRAP Common Exc 0 0 0.00 Subgrade Exc 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 252 0 0.00