Material Name End Areas Unadjusted Adjusted Mult Mass Station Volumes Volumes Factor Ordinate (square (cubic (cubic meters) meters) meters) ----------- ---------------- ---------- ---------- ---------- ------ -------- 12+160.00 ITEM_NO._20401__ROADWAY_EXCAVATION Common Exc 0.00 0 0 1.00 Subgrade Exc 0.15 4 4 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 4 ITEM_NO._20801__STRUCTURE_EXCAVATION Common Exc 0.66 7 7 1.00 Subgrade Exc 4.26 43 43 1.00 Subsoil Exc 0.00 0 0 1.00 Fill 0.00 0 0 1.00 4 Mass ordinate for ITEM_NO._20801__STRUCTURE_EXCAVATION = 49 SUITABLE 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 1.22 87 87 1.00 -83 ITEM_NO._40101__HOT_ACP 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 0.54 11 0 0.00 -83 ITEM_NO._30201__EMULSIFIED_BASE_GR_D 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 0.43 9 0 0.00 -83 ITEM_NO._30101__AGGREGATE_BASE_GR_D 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 1.10 22 0 0.00 -83 ITEM_NO._20407_SELECT_TOPPING 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 2.33 47 0 0.00 -83 ITEM_NO._25103__KEYED_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 3.85 39 0 0.00 -83
See the following illustrations for "step by step" instructions
on how to draw the elements and achieve the above results.
1. Draw the outside edge symbology at LV=10, CO=10. Connect to Proposed Undercut (LV=6) &
Existing Ground (LV=56). This is necessary to force the area above
existing ground, (A=0.66) to not be backfilled.
2. Draw the inside edge of the structural excavation at LV=55, CO=55. Connect
to existing ground (LV=56). 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 pay.
3. Draw the top of the riprap and trace the inside edge of structural exc. at LV=11, CO=11.
Connect to proposed finish grade (LV=10) and proposed undercut (LV=6).
This is necessary to force the area between the top of the riprap and below subgrade to be backfilled with
the default fill material. The earthwork input file instructs the software to consider material
above LV=11 CO=11 to be "soil type = suitable" . . . the same as the default fill material.
4. Trace the bottom and inside edge of the Structure Excavation at LV=9, CO=9.
Connect to Proposed Finish Grade, (LV=10) and Proposed Undercut, (LV=11).
This is necessary to prevent the software from thinking that this backfill material
is the default "suitable" fill. This will force the backfill material to be considered as RIPRAP
fill and not affect the mass.
5. The drawing above illustrates the finished drawing and all of the correct connections for
the Proposed Finish Grade, Proposed Undercuts, and Existing Unsuitables.
Input File: ew_x08.inp
Output File: RIPRAP.log
1 1 1
1 2 2
1 3 3 Earthwork
1 4 4
1 5 5 tolerance = 0.03
1 6 6
1 7 7 xs dgn = ew_test.dgn
1 8 8
1 9 9 Existing Ground Line
1 10 10 soil type = Item_No._20401__ROADWAY_EXCAVATION
1 11 11 roadway exc mult factor = 1.00
1 12 12 subsoil exc mult factor = 1.00
1 13 13 fill mult factor = 1.00
1 14 14 type = line
1 15 15 lv = 56
1 16 16 co = 0
1 17 17
1 18 18 Existing Suitable Material
1 19 19 soil type = rock
1 20 20 roadway exc mult factor = 1.10
1 21 21 subsoil exc mult factor = 1.10
1 22 22 fill mult factor = 1.00
1 23 23 type = line
1 24 24 lv = 57
1 25 25 co = 57
1 26 26
1 27 27 Existing Suitable Material
1 28 28 soil type = Item_No._20401__ROADWAY_EXCAVATION
1 29 29 roadway exc mult factor = 1.0
1 30 30 subsoil exc mult factor = 1.0
1 31 31 fill mult factor = 1.00
1 32 32 type = line
1 33 33 lv = 54
1 34 34 co = 54
1 35 35
1 36 36
1 37 37 Existing Unsuitable Material
1 38 38 soil type = Item_No._20402__SUBEXCAVATION
1 39 39 roadway exc mult factor = 1.0
1 40 40 subsoil exc mult factor = 1.0
1 41 41 fill mult factor = 1.00
1 42 42 type = line
1 43 43 lv = 58
1 44 44 co = 58
1 45 45
1 46 46
1 47 47 Existing Unsuitable Material
1 48 48 soil type = ex_pave1
1 49 49 roadway exc mult factor = 1.00
1 50 50 subsoil exc mult factor = 1.00
1 51 51 fill mult factor = 1.00
1 52 52 type = line
1 53 53 lv = 45
1 54 54 co = 0
1 55 55
1 56 56 Existing Unsuitable Material
1 57 57 soil type = ex_pave2
1 58 58 roadway exc mult factor = 1.00
1 59 59 subsoil exc mult factor = 1.00
1 60 60 fill mult factor = 0.00
1 61 61 type = line
1 62 62 lv = 46
1 63 63 co = 3
1 64 64
1 65 65 Existing Unsuitable Material
1 66 66 soil type = Item_No._20801__STRUCTURE_EXCAVATION
1 67 67 roadway exc mult factor = 1.00
1 68 68 subsoil exc mult factor = 1.00
1 69 69 fill mult factor = 1.00
1 70 70 type = line
1 71 71 lv = 55
1 72 72 co = 55
1 73 73
1 74 74
1 75 75 /* added lv = 46 & co = 3 */
1 76 76 Proposed Finish Grade
1 77 77 soil type = Suitable
1 78 78 roadway exc mult factor = 1.00
1 79 79 subsoil exc mult factor = 1.00
1 80 80 fill mult factor = 1.00
1 81 81 type = line
1 82 82 lv = 2,8,10,46
1 83 83 co = 0,10-11,16-17,244,3
1 84 84
1 85 85
1 86 86 Proposed Undercut
1 87 87 soil type = Item_No._40101__HOT_ACP
1 88 88 roadway exc mult factor = 0.000001
1 89 89 subsoil exc mult factor = 0.000001
1 90 90 fill mult factor = 0.000001
1 91 91 type = line
1 92 92 lv = 3
1 93 93 co = 3
1 94 94
1 95 95 Proposed Undercut
1 96 96 soil type = Item_No._30201__EMULSIFIED_BASE_GR_D
1 97 97 roadway exc mult factor = 0.000001
1 98 98 subsoil exc mult factor = 0.000001
1 99 99 fill mult factor = 0.000001
1 100 100 type = line
1 101 101 lv = 4
1 102 102 co = 4
1 103 103
1 104 104 Proposed Undercut
1 105 105 soil type = Item_No._30101__AGGREGATE_BASE_GR_D
1 106 106 roadway exc mult factor = 0.000001
1 107 107 subsoil exc mult factor = 0.000001
1 108 108 fill mult factor = 0.000001
1 109 109 type = line
1 110 110 lv = 5
1 111 111 co = 5
1 112 112
1 113 113 Proposed Undercut
1 114 114 soil type = Item_No._20407_SELECT_TOPPING
1 115 115 roadway exc mult factor = 0.000001
1 116 116 subsoil exc mult factor = 0.000001
1 117 117 fill mult factor = 0.000001
1 118 118 type = line
1 119 119 lv = 6
1 120 120 co = 6
1 121 121
1 122 122 Proposed Undercut
1 123 123 soil type = FOUNDATION_FILL
1 124 124 roadway exc mult factor = 0.000001
1 125 125 subsoil exc mult factor = 0.000001
1 126 126 fill mult factor = 0.000001
1 127 127 type = line
1 128 128 lv = 7
1 129 129 co = 7
1 130 130
1 131 131 Proposed Undercut
1 132 132 soil type = Item_No._25103__KEYED_RIPRAP
1 133 133 roadway exc mult factor = 0.000001
1 134 134 subsoil exc mult factor = 0.000001
1 135 135 fill mult factor = 0.000001
1 136 136 type = line
1 137 137 lv = 9
1 138 138 co = 9
1 139 139
1 140 140 Proposed Undercut
1 141 141 soil type = Suitable
1 142 142 roadway exc mult factor = 0.000001
1 143 143 subsoil exc mult factor = 0.000001
1 144 144 fill mult factor = 1.0
1 145 145 type = line
1 146 146 lv = 11
1 147 147 co = 11
1 148 148
1 149 149
1 150 150 /*Proposed Undercut
1 151 151 common excavation only
1 152 152 soil type = select_borrow
1 153 153 roadway exc mult factor = 1.00
1 154 154 subsoil exc mult factor = 1.00
1 155 155 fill mult factor = 1.10
1 156 156 type = line
1 157 157 lv = 59
1 158 158 co = 59 */
1 159 159
1 160 160 Excavation Limits
1 161 161 type = line
1 162 162 lv = 43
1 163 163 co = 0
1 164 164
1 165 165
1 166 166 Write Earthwork Shapes
1 167 167 plot param
1 168 168 lv = 52
1 169 169 co = 0
1 170 170 wt = 0
1 171 171 lc = 0
1 172 172 Stratify Shape Color
1 173 173
1 174 174 /* combine common exc + subgrade exc + subsoil exc */
1 175 175
1 176 176 Process Earthwork for Baseline = a
1 177 177 job number = 123
1 178 178
1 179 179 beg sta = 12+140
1 180 180 end sta = 12+190
1 181 181
MAPPING DGN FILE INTO MEMORY
COMPUTING EARTHWORKS FOR BASELINE = A
COMPUTING EARTHWORKS FOR JOB = 123
FORMING LIST OF XSCELLS
BEGINNING EARTHWORKS COMPUTATION
Material Name End Areas Unadjusted Adjusted Mult Mass
Station Volumes Volumes Factor Ordinate
(square (cubic (cubic
meters) meters) meters)
----------- ---------------- ---------- ---------- ---------- ------ --------
12+140.00 ITEM_NO._20401__ROADWAY_EXCAVATION
Common Exc 0.00 0 0 1.00
Subgrade Exc 0.22 0 0 1.00
Subsoil Exc 0.00 0 0 1.00
Fill 0.00 0 0 1.00 0
SUITABLE
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 7.49 0 0 1.00 0
ITEM_NO._40101__HOT_ACP
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 0.54 0 0 0.00 0
ITEM_NO._30201__EMULSIFIED_BASE_GR_D
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 0.43 0 0 0.00 0
ITEM_NO._30101__AGGREGATE_BASE_GR_D
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 1.10 0 0 0.00 0
ITEM_NO._20407_SELECT_TOPPING
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 2.33 0 0 0.00 0
12+160.00 ITEM_NO._20401__ROADWAY_EXCAVATION
Common Exc 0.00 0 0 1.00
Subgrade Exc 0.15 4 4 1.00
Subsoil Exc 0.00 0 0 1.00
Fill 0.00 0 0 1.00 4
ITEM_NO._20801__STRUCTURE_EXCAVATION
Common Exc 0.66 7 7 1.00
Subgrade Exc 4.26 43 43 1.00
Subsoil Exc 0.00 0 0 1.00
Fill 0.00 0 0 1.00 4
Mass ordinate for ITEM_NO._20801__STRUCTURE_EXCAVATION = 49
SUITABLE
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 1.22 87 87 1.00 -83
ITEM_NO._40101__HOT_ACP
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 0.54 11 0 0.00 -83
ITEM_NO._30201__EMULSIFIED_BASE_GR_D
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 0.43 9 0 0.00 -83
ITEM_NO._30101__AGGREGATE_BASE_GR_D
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 1.10 22 0 0.00 -83
ITEM_NO._20407_SELECT_TOPPING
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 2.33 47 0 0.00 -83
ITEM_NO._25103__KEYED_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 3.85 39 0 0.00 -83
12+180.00 ITEM_NO._20401__ROADWAY_EXCAVATION
Common Exc 0.00 0 0 1.00
Subgrade Exc 0.42 6 6 1.00
Subsoil Exc 0.00 0 0 1.00
Fill 0.00 0 0 1.00 -77
ITEM_NO._20801__STRUCTURE_EXCAVATION
Common Exc 1.07 17 17 1.00
Subgrade Exc 4.90 92 92 1.00
Subsoil Exc 0.00 0 0 1.00
Fill 0.00 0 0 1.00 -77
Mass ordinate for ITEM_NO._20801__STRUCTURE_EXCAVATION = 158
SUITABLE
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 2.32 35 35 1.00 -112
ITEM_NO._40101__HOT_ACP
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 0.54 11 0 0.00 -112
ITEM_NO._30201__EMULSIFIED_BASE_GR_D
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 0.43 9 0 0.00 -112
ITEM_NO._30101__AGGREGATE_BASE_GR_D
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 1.10 22 0 0.00 -112
ITEM_NO._20407_SELECT_TOPPING
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 2.33 47 0 0.00 -112
ITEM_NO._25103__KEYED_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 4.14 80 0 0.00 -112
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)
---------------------------- ---------- ---------- ------
ITEM_NO._20401__ROADWAY_EXCAVATION
Common Exc 0 0 1.00
Subgrade Exc 9 9 1.00
Subsoil Exc 0 0 1.00
Fill 0 0 1.00
ITEM_NO._20801__STRUCTURE_EXCAVATION
Common Exc 24 24 1.00
Subgrade Exc 134 134 1.00
Subsoil Exc 0 0 1.00
Fill 0 0 1.00
SUITABLE
Common Exc 0 0 1.00
Subgrade Exc 0 0 1.00
Subsoil Exc 0 0 1.00
Fill 123 123 1.00
ITEM_NO._40101__HOT_ACP
Common Exc 0 0 0.00
Subgrade Exc 0 0 0.00
Subsoil Exc 0 0 0.00
Fill 22 0 0.00
ITEM_NO._30201__EMULSIFIED_BASE_GR_D
Common Exc 0 0 0.00
Subgrade Exc 0 0 0.00
Subsoil Exc 0 0 0.00
Fill 17 0 0.00
ITEM_NO._30101__AGGREGATE_BASE_GR_D
Common Exc 0 0 0.00
Subgrade Exc 0 0 0.00
Subsoil Exc 0 0 0.00
Fill 44 0 0.00
ITEM_NO._20407_SELECT_TOPPING
Common Exc 0 0 0.00
Subgrade Exc 0 0 0.00
Subsoil Exc 0 0 0.00
Fill 93 0 0.00
ITEM_NO._25103__KEYED_RIPRAP
Common Exc 0 0 0.00
Subgrade Exc 0 0 0.00
Subsoil Exc 0 0 0.00
Fill 118 0 0.00