Earthwork Report.pdf
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Earthwork data listing end areas, adjusted volumes, and mass ordinates.
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ROADWAY
EXCAVATION
SUB-
EXCAVATION
TOTAL
EMBANKMEN
T
UNCLASSIFIED
BORROW
SELECT
TOPPING
EXCAVATED
MATERIAL
USED IN FILL
(CUYD) (CUYD) (CUYD) (CUYD) (CUYD) (CUYD)
Item No. 20401-0000 20402-0000 Info. Only 20403-0000 20415-0000 Info. Only
Detroit Flats Day Use Area 200 0 2818 622 1537 659
Excess material from Detroit Rd, Private Access Rd and North Trail used as embankment material.
Visitor Portal 3827 1948 1606 398 1208 0
Excavated material is assumed unsuitable for use as embankment material.
Detroit Rd 343 0 672 0 474 198
Private Access Rd 80 0 162 0 110 52
Osprey Point Trail 59 0 282 0 162 120
North Trail 370 0 83 0 60 23 Total 4879 1948 5623 1020 3551 1052
Volume suitable for use as embankment (Info. only) 1052 0
NOTES
EARTHWORK SUMMARY
LOCATION/ALIGNMENT
Earthwork methodology:
Because Inroads design software lends itself to site design more efficiently than Geopak, the project surfaces were modeled using Inroads. The Excavation and Total Embankment volumes in the Earthwork Summary table below were taken from Inroads Triangle Volume calculations, comparing proposed subgrade surfaces with the existing ground. For the North Trail alignment (the only independent, linear alignment on the project), a Geopak earthwork volume listing was also created. However, the Inroads model is more accurate because it takes into account ditch excavation associated with culverts on or near the North Trail alignment. Thus, the earthwork vol-ume shown in the Geopak report does not match the volume generated by Inroads and shown in the table below.
The Select Topping volume was calculated using a separate Inroads surface created by moving the subgrade surface lower by 12" (SCR subsection 204.10 states that the top 12" of the embankment are to be topping mate-rial). This lower surface (designated in the Inroads report as "BOT") represents the bottom of the topping material in a proposed surface. The BOT surface was compared to existing ground, and the difference between the fill volume in this comparison and the fill volume when comparing the SG surface to existing ground was taken as the topping volume. (Note: the cut volume in the BOT/existing ground comparison is meaningless because it evaluates cut for a surface 12" lower than the subgrade.)
Unclassified borrow was assumed to be used at the Day Use Area and Visitor Portal only, although it could po-tentially be used at any of the other locations in the table. There should be enough excess excavated material to be used as embankment (below the 12" of topping) for Detroit Rd., the Private Access Rd., both trail alignments and a portion of the Day Use Area. The remainder of the embankment at the Day Use site and the Visitor Portal is assumed to be borrow material.
12" subgrade surface
"BOT" surfaceNon-topping embankment material
Topping
See the following pages for the Inroads triangle volume reports comparing proposed subgrade surfaces with ex-isting ground, proposed "BOT" surfaces vs. existing ground, and the Geopak earthwork data listing for the North Trail (see above for an explanation as to why the volumes in this report were not used)
ROADWAY
EXCAVATION
SUB-
EXCAVATION
TOTAL
EMBANKMENT
UNCLASSIFIED
BORROW [1]
SELECT
TOPPING
EXCAVATED
MATERIAL
USED IN FILL
(CUYD) (CUYD) (CUYD) (CUYD) (CUYD) (CUYD)
Item No. 20401-000020402-0000 Info. Only 20403-000020415-0000 Info. Only
Detroit Flats Day Use Area 200 0 2818 622 1537 659
Excess material from Detroit Rd, Private Access Rd and North Trail used as embankment material.
Visitor Portal 3462 1948 1814 522 1292 0
Excavated material is assumed unsuitable for use as embankment material.
Detroit Rd 343 0 672 0 474 198
Private Access Rd 80 0 162 0 110 52
Osprey Point Trail 59 0 282 0 162 120
North Trail 370 0 83 0 60 23 Total 4514 1948 5831 1144 3635 1052
Volume suitable for use as embankment (Info. only) 1052 0
LOCATION/ALIGNMENT NOTES
EARTHWORK SUMMARY
Triangle Volume Report
Report Created: 2/10/2018 Time: 2:02pm
Mode: Entire Surface Input Grid Factor: 1.000000
Original Surface: Existing Ground Description:
Preference: Default
Type: Existing Design Surface: DetroitFlats-SG
Description:
Preference: Default
Type: Design Cut Factor: 1.00 Fill Factor: 1.00
Cut: 5411.3 cu ft Fill: 76076.5 cu ft
Net: -70665.1 cu ft
Cut: 200.4 cu yd Fill: 2817.6 cu yd
Net: -2617.2 cu yd
Original Surface: Existing Ground Description:
Preference: Default
Type: Existing Design Surface: VisitorPortal-SG
Description:
Preference: Default
Type: Design Cut Factor: 1.00 Fill Factor: 1.00
Cut: 103340.1 cu ft Fill: 43348.6 cu ft
Net: 59991.5 cu ft
Cut: 3827.4 cu yd Fill: 1605.5 cu yd
Net: 2221.9 cu yd
Original Surface: Existing Ground Description:
Page 1 of 3Triangle Volume Report
2/10/2018file:///C:/Users/rochebw/AppData/Local/Temp/InRoadsReport.htm
3/28/2018
Preference: Default Type: Existing
Design Surface: NorthTrail-SG Description:
Preference: Default
Type: Design Cut Factor: 1.00 Fill Factor: 1.00
Cut: 9982.4 cu ft Fill: 2219.1 cu ft
Net: 7763.3 cu ft
Cut: 369.7 cu yd Fill: 82.2 cu yd
Net: 287.5 cu yd
Original Surface: Existing Ground Description:
Preference: Default
Type: Existing Design Surface: DetroitRd-SG
Description:
Preference: Default
Type: Design Cut Factor: 1.00 Fill Factor: 1.00
Cut: 9268.6 cu ft Fill: 18141.4 cu ft
Net: -8872.8 cu ft
Cut: 343.3 cu yd Fill: 671.9 cu yd
Net: -328.6 cu yd
Original Surface: Existing Ground Description:
Preference: Default
Type: Existing Design Surface: PrivateAccess-SG
Description:
Preference: Default
Type: Design Cut Factor: 1.00 Fill Factor: 1.00
Cut: 2150.6 cu ft
Page 2 of 3Triangle Volume Report
2/10/2018file:///C:/Users/rochebw/AppData/Local/Temp/InRoadsReport.htm
Fill: 4359.2 cu ft Net: -2208.6 cu ft
Cut: 79.7 cu yd Fill: 161.5 cu yd
Net: -81.8 cu yd
Original Surface: Existing Ground Description:
Preference: Default
Type: Existing Design Surface: Osprey-SG
Description:
Preference: Default
Type:
Cut Factor: 1.00 Fill Factor: 1.00
Cut: 1590.5 cu ft Fill: 7603.8 cu ft
Net: -6013.2 cu ft
Cut: 58.9 cu yd Fill: 281.6 cu yd
Net: -222.7 cu yd
Page 3 of 3Triangle Volume Report
Triangle Volume Report
Report Created: 2/10/2018 Time: 2:10pm
Mode: Entire Surface Input Grid Factor: 1.000000
Original Surface: Existing Ground Description:
Preference: Default
Type: Existing Design Surface: DetroitFlats-BOT
Description:
Preference: Default
Type: Design Cut Factor: 1.00 Fill Factor: 1.00
Cut: 31495.2 cu ft Fill: 34573.4 cu ft
Net: -3078.2 cu ft
Cut: 1166.5 cu yd Fill: 1280.5 cu yd
Net: -114.0 cu yd
Original Surface: Existing Ground Description:
Preference: Default
Type: Existing Design Surface: VisitorPortal-BOT
Description:
Preference: Default
Type: Design Cut Factor: 1.00 Fill Factor: 1.00
Cut: 177096.3 cu ft Fill: 10752.2 cu ft
Net: 166344.1 cu ft
Cut: 6559.1 cu yd Fill: 398.2 cu yd
Net: 6160.9 cu yd
Original Surface: Existing Ground Description:
Page 1 of 3Triangle Volume Report
2/10/2018file:///C:/Users/rochebw/AppData/Local/Temp/InRoadsReport.htm
Preference: Default Type: Existing
Design Surface: NorthTrail-BOT Description:
Preference: Default
Type: Design Cut Factor: 1.00 Fill Factor: 1.00
Cut: 18862.6 cu ft Fill: 616.7 cu ft
Net: 18246.0 cu ft
Cut: 698.6 cu yd Fill: 22.8 cu yd
Net: 675.8 cu yd
Original Surface: Existing Ground Description:
Preference: Default
Type: Existing Design Surface: DetroitRd-BOT
Description:
Preference: Default
Type: Existing Cut Factor: 1.00 Fill Factor: 1.00
Cut: 27531.9 cu ft Fill: 5347.2 cu ft
Net: 22184.8 cu ft
Cut: 1019.7 cu yd Fill: 198.0 cu yd
Net: 821.7 cu yd
Original Surface: Existing Ground Description:
Preference: Default
Type: Existing Design Surface: PrivateAccess-BOT
Description:
Preference: Default
Type: Design Cut Factor: 1.00 Fill Factor: 1.00
Cut: 8449.6 cu ft
Page 2 of 3Triangle Volume Report
Fill: 1389.8 cu ft Net: 7059.8 cu ft
Cut: 312.9 cu yd Fill: 51.5 cu yd
Net: 261.5 cu yd
Original Surface: Existing Ground Description:
Preference: Default
Type: Existing Design Surface: Osprey-BOT
Description:
Preference: Default
Type: Design Cut Factor: 1.00 Fill Factor: 1.00
Cut: 5089.7 cu ft Fill: 3233.1 cu ft
Net: 1856.6 cu ft
Cut: 188.5 cu yd Fill: 119.7 cu yd
Net: 68.8 cu yd
Page 3 of 3Triangle Volume Report
NTrailEarthwork.log Input File:
K:\80498_WFLHD_IDIQ\17F00019_80498K_DetroitAreaVisitor\cadd\Geopak\V8_EARTHWORK_NTRAIL.inp Output File: NTrailEarthwork.log
1 697 697 1 698 698 Process Earthwork for Baseline = NORTHTRAIL 1 699 699 job number = a47 1 700 700 1 701 701 beg sta = 200+00.00 R 1 1 702 702 end sta = 209+25.00 R 1
0 0 703 END_OF_FILE
COMPUTING EARTHWORKS FOR BASELINE = NORTHTRAIL
COMPUTING EARTHWORKS FOR JOB = A47
FORMING LIST OF XSCELLS
BEGINNING EARTHWORKS COMPUTATION
Material Name End Areas Unadjusted Adjusted Mult Mass Accum Station Volumes Volumes Factor Ordinate Unadj Vol
(sq. ft.) (cu. yd.) (cu. yd.) (cu. yd.)
200+00.00 RDWYEXC
Excavation 0.17 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 21.87 0 0 1.00 0 0
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 0 0 0.00 0 0
200+25.00 RDWYEXC
Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 24.69 22 22 1.00 -22 22
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -22 4
200+50.00 RDWYEXC
Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 19.38 20 20 1.00 -42 42
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -42 8
200+75.00 RDWYEXC
Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 25.18 21 21 1.00 -63 63
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -63 12
201+00.00 RDWYEXC
Excavation 0.00 0 0 1.00 0 Subsoil Exc 0.00 0 0 1.00 0 Fill 9.14 16 16 1.00 -79 79
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0
Fill 4.00 4 0 0.00 -79 16
201+25.00 RDWYEXC
Excavation 3.34 2 2 1.00 2 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.07 4 4 1.00 -81 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -81 20
201+50.00 RDWYEXC
Excavation 3.83 3 3 1.00 5 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -78 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.92 4 0 0.00 -78 24
201+75.00 RDWYEXC
Excavation 3.88 4 4 1.00 9 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.01 0 0 1.00 -74 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.94 4 0 0.00 -74 28
202+00.00 RDWYEXC
Excavation 3.54 3 3 1.00 12 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.03 0 0 1.00 -71 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -71 32
202+25.00 RDWYEXC
Excavation 5.14 4 4 1.00 16 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -67 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -67 36
202+50.00 RDWYEXC
Excavation 5.77 5 5 1.00 21 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -62 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -62 40
202+75.00 RDWYEXC
Excavation 5.86 6 6 1.00 27 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -56 83
LAYER1
Excavation 0.00 0 0 0.00 0
Fill 4.00 4 0 0.00 -56 44
203+00.00 RDWYEXC
Excavation 3.32 4 4 1.00 31 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.02 0 0 1.00 -52 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -52 48
203+25.00 RDWYEXC
Excavation 3.83 3 3 1.00 34 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -49 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -49 52
203+50.00 RDWYEXC
Excavation 5.61 5 5 1.00 39 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -44 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -44 56
203+75.00 RDWYEXC
Excavation 0.48 3 3 1.00 42 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.53 0 0 1.00 -41 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -41 60
204+00.00 RDWYEXC
Excavation 6.61 3 3 1.00 45 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -38 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -38 64
204+25.00 RDWYEXC
Excavation 17.12 11 11 1.00 56 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -27 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 -27 68
204+50.00 RDWYEXC
Excavation 31.46 23 23 1.00 79 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 -4 83
LAYER1
Excavation 0.00 0 0 0.00 0
Fill 4.00 4 0 0.00 -4 72
204+75.00 RDWYEXC
Excavation 4.37 16 16 1.00 95 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.14 0 0 1.00 12 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 12 76
205+00.00 RDWYEXC
Excavation 4.14 4 4 1.00 99 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 16 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.05 4 0 0.00 16 80
205+25.00 RDWYEXC
Excavation 16.46 10 10 1.00 109 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.01 0 0 1.00 26 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.06 4 0 0.00 26 84
205+50.00 RDWYEXC
Excavation 18.67 17 17 1.00 126 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 43 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 43 88
205+75.00 RDWYEXC
Excavation 11.92 14 14 1.00 140 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 57 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.95 4 0 0.00 57 92
206+00.00 RDWYEXC
Excavation 7.47 9 9 1.00 149 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 66 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.99 4 0 0.00 66 96
206+25.00 RDWYEXC
Excavation 8.63 8 8 1.00 157 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 74 83
LAYER1
Excavation 0.00 0 0 0.00 0
Fill 4.00 4 0 0.00 74 100
206+50.00 RDWYEXC
Excavation 7.96 7 7 1.00 164 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 81 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 81 104
206+75.00 RDWYEXC
Excavation 16.53 11 11 1.00 175 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 92 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 92 108
207+00.00 RDWYEXC
Excavation 17.67 16 16 1.00 191 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 108 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 108 112
207+25.00 RDWYEXC
Excavation 9.41 13 13 1.00 204 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 121 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 121 116
207+50.00 RDWYEXC
Excavation 4.23 7 7 1.00 211 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 128 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 128 120
207+75.00 RDWYEXC
Excavation 4.84 4 4 1.00 215 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.03 0 0 1.00 132 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 3.94 4 0 0.00 132 124
208+00.00 RDWYEXC
Excavation 3.33 4 4 1.00 219 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.05 0 0 1.00 136 83
LAYER1
Excavation 0.00 0 0 0.00 0
Fill 4.00 4 0 0.00 136 128
208+25.00 RDWYEXC
Excavation 3.75 3 3 1.00 222 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.02 0 0 1.00 139 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 139 132
208+50.00 RDWYEXC
Excavation 5.37 4 4 1.00 226 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 143 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 143 136
208+75.00 RDWYEXC
Excavation 5.34 5 5 1.00 231 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 148 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 148 140
209+00.00 RDWYEXC
Excavation 7.00 6 6 1.00 237 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 154 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 154 144
209+25.00 RDWYEXC
Excavation 10.16 8 8 1.00 245 Subsoil Exc 0.00 0 0 1.00 0 Fill 0.00 0 0 1.00 162 83
LAYER1
Excavation 0.00 0 0 0.00 0 Subsoil Exc 0.00 0 0 0.00 0 Fill 4.00 4 0 0.00 162 148 � 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.)
RDWYEXC
Excavation 245 245 1.00 Subsoil Exc 0 0 1.00 Fill 83 83 1.00
LAYER1
Excavation 0 0 0.00 Subsoil Exc 0 0 0.00 Fill 148 0 0.00 � 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.)
RDWYEXC
Excavation 245 245 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 83 83 0 0 1.00
LAYER1
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 148 0 0 0 0.00 � 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 = 204+56.25
RDWYEXC
Excavation 83 83 83 83 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 83 83 83 83 1.00
SIDEWALKEXC
Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
MSEWALLEXC
Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
SUBEXCAVATION
Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
CONCWALLSTRUCEXC
Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
COLDRECYCLE
Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
EXISTPAVEMENT
Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
EXISTPAVEMENTLAYER2
Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
EXISTGRAVEL
Excavation 0 0 0 0 1.00
Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
TOPSOIL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
SNWALLSTREXC
Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
ROCKERYWALLSTREXC
Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
GUARDWALLSTRUCEXC
Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
GFMSEWALLEXC
Excavation 0 0 0 0 1.00 Subsoil Exc 0 0 0 0 1.00 Fill 0 0 0 0 1.00
LAYER1
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
LAYER2
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
LAYER3
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
LAYER4
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
LAYER5
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
SIDEWALKLAYER1
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
SIDEWALKLAYER2
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
SIDEWALKLAYER3
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
SIDEWALKLAYER4
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
SUBEXBACKFILL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
SELECTWALLBACKFILL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
GRANULARBACKFILL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
LEVELINGPAD
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
PERVIOUS
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
FOUNDATIONFILL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
PAVEDSHOULDER
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
PRELEVEL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
SHOULDERBACKFILL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
PAVEDDITCHBACKFILL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
BACKFILLMATERIAL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
CONCRETE
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
SNFOUNDATIONFILL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
WALLBACKFILL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
ROCK
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
GRANULARROCKBD
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
STRUCTURALBACKFILL
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
GABIONROCK
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
WALLFACING
Excavation 0 0 0 0 0.00 Subsoil Exc 0 0 0 0 0.00 Fill 0 0 0 0 0.00
File details come from the government source that posted it.