26_053_LH Attachment B Project Quantity Sheet.pdf
PDF 231 KB Posted
- Attached to
- 26-053-LH PAVING THE WAY PROJECT 9 (7/16/26)
- Solicitation number
- PE-61100-NONST-2026-000000126
- Issued by
- Bibb County, Georgia
About this file
This is a Project Quantities Sheet for PTW 9 ROA (Pavement Treatment Work), detailing a comprehensive road resurfacing and rehabilitation project encompassing multiple residential streets and roadways. The project includes milling operations, bituminous patching, superpave asphalt application, utility infrastructure adjustments, and traffic control markings across approximately 9.70 miles of roadway. Major work items include 13,693.8 tons of milling, 13,693.8 tons of 12.5mm superpave asphalt, 16,598.53 square yards of roadway patching, installation of 145 sewer/storm manhole risers and 79 water valve risers, 79,794 linear feet of striping for centerlines and lane lines, and painted crosswalks and stop bars totaling 2,088 linear feet. The project encompasses numerous road segments including Griffin Road, Flanagan Drive, Mumford Road, N Wesleyan area streets, Sugarloaf Drive corridor, Shadow Moss Lane, Forest Lake Drive, Timberlane Drive, Lake Valley Road, and Bowman Road areas, with pavement condition index (PCI) ratings ranging from 25 to 69 and road widths varying from 15 to 35 feet.
The project involves extensive coordination with multiple utility systems, including 145 manhole adjustments and 79 water valve adjustments to accommodate the new pavement surface elevation. Traffic control measures include one traffic signal loop installation, five painted directional arrows, two painted messages, and reflective pavement markings (RPMs) covering 5.13 miles. Grassed shoulder clipping is minimal at 0.06 miles. No speed bumps, bike symbols, railroad symbols, or rumble strips are included in this project scope. The quantity sheet serves as the baseline for contractor bidding and provides detailed segment-by-segment breakdowns of required work, including estimated square yardage calculations for asphalt patching and milling quantities distributed across each individual road segment to facilitate accurate cost estimation and project scheduling.
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Other files
| File | Type | Posted |
|---|---|---|
| 26_053_LH Frequently Asked Questions.pdf | ||
| 26_053_LH Attachment A.pdf | ||
| 26_053_LH 2026 Pave The Way Project 9_IFB.pdf |
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Text version
PROJECT QUANTITIES SHEET FOR PTW 9 ROA
Road Name From To Column1
Griffin Rd Mosely Pl NNA NNA Barnes Ferry Rd
Killarney Cir Griffin Rd Maureen Ct Maureen Ct NNA NNA Flanagan Dr Flanagan Dr Griffin Rd
Mumford Rd W Napier Ave Atlas St Atlas St Thorpe St Thorpe St Bayne St Bayne St Morris Ave Morris Ave Case St Case St Dawn St Dawn St Lawton Rd Lawton Rd Earl St Earl St Fair St Fair St Glade St Glade St Hollingsworth Rd Hollingsworth Rd N Munford Rd N Mumford Rd Ivory St Ivory St N Mumford Rd
N Mumford Rd N Mumford Rd Agape Village Rd Agape Village Rd Woodmere Trl Woodmere Trl Bentwood Cir Bentwood Cir Bentwood Cir Bentwood Cir Grove Pointe Dr Grove Pointe Dr Treyburne Way Treyburne Way Fieldstone Dr Fieldstone Dr Idleway Dr
N Wesleyan Pl Northside Dr end of divide Northside Dr end of divide end of divide N Wesleyan Cir
N Wesleyan Cir N Wesleyan Pl N Wesleyan Ct
N Wesleyan Ct N Wesleyan Cir N Wesleyan Cir N Wesleyan Pl N Wesleyan Cir cul-de-sac
N Wesleyan Ct N Wesleyan Cir cul-de-sac
Sugarloaf Dr Stinsonville Rd cul-de-sac Stinsonville Rd Sugarloaf Cir Sugarloaf Cir Stinsonville Rd
Sugarloaf Cir Sugarloaf Dr Sugarloaf Cir Sugarloaf Cir Sugarloaf Cir Sugarloaf Cir Sugarloaf Cir
Double Oak Dr Stinsonville Rd Ferncliff Ter Ferncliff Ter cul-de-sac
Ferncliff Ter Double Oak Dr cul-de-sac Bel Meade Pl Stinsonville Rd cul-de-sac Shadow Moss Ln Stinsonville Rd Shadow Moss Dr Shadow Moss Dr Shadow Moss Ln N to cul-de-sac
Shadow Moss Ln Moss Hill Moss Hill Stinsonville Rd Shadow Moss Dr
Shadow Moss Dr cul-de-sac
Forest Lake Dr S Forest Hill Rd Lake Valley Rd Lake Valley Rd Lake Valley Rd Lake Valley Rd Timberlane Dr Timberlane Dr Lakeview Ter Lakeview Ter Timberlane Dr
Forest Lake Dr N Timberlane Dr Lake Valley Rd Lake. Valley Rd Woodsdale Ter
Lake Valley Rd Forest Lake Dr S Greendale Ct Green Dale Ct Forest Lake Dr S Forest Lake Dr S Green Oak Ter Green Oak Ter Woodsdale Ter Woodsdale Ter Forest lake Dr N Forest Lake Dr N S Beechwood Dr S Beechwood Dr Glenwood Dr
Green Dale Ct Lake Valley Rd cul-de-sac Brookstone Ct Forest Lake Dr S Brookstone Way
Brookstone Way Brookstone Ln Brookstone Ln cul-de-sac
Brookstone Way Brookstone Ct cul-de-sac Brookstone Lane Brookstone Ct cul-de-sac Timberlane Dr Forest Lake Dr S Forest lake Dr N
Forest Lake Dr N Marlowe Dr
Bowman Rd Bass Rd Old Bowman Rd Old Bowman Rd Brookefiled Dr Wesleyan Bowman Rd Wesleyan Dr
Old Bowman Rd Bowman Rd cul-de-sac Wesleyan Bowman Bowman Rd Bowman Pl
Bowman Pl cul-de-sac Wesleyan Hills Dr Wesleyan Dr Bowman Pl
Bowman Pl cul-de-sac Bowman Pl Wesleyan Hills Dr Wesleyan Bowman Rd
Wesleyan Bowman Rd cul-de-sac
Item Unit Quantity Unit Price
Milling TONS 13693.8
Bituminous Tack GAL 9,959.12
Roadway Patching SY 16,598.53
12.5 mm Superpave Asphalt TONS 13693.8
9.5 mm Superpave Asphalt TONS 0 Install Furnished Sewer Manhole, Storm Manhole Risers
EA 145
Install Furnished Water Valve Risers
EA 79
Manholes (Adjustment) EA 145
Water Valves (Adjustment) EA 79
Traffic Signal Loop Install EA 1
Striping (Center Lines, Edge Lines, Lane Lines)
LF 79,794
Painted Arrows EA 5
Bike Symbols EA 0
Painted Messages EA 2
Speed Bumps EA 0
Painted Crosswalks LF 1394
Painted Stop Bars LF 694
Painted RR Symbols EA 0
Painted X-Hatching LF 1,050
Rumble Strips SETS 0
RPMs MILES 5.13
Clipping Grassed Shoulders MILES 0.06
Road Name From To Miles
Griffin Rd Mosely Pl NNA 0.09 NNA Barnes Ferry Rd 0.87
Killarney Cir Griffin Rd Maureen Ct 0.24 Maureen Ct NNA 0.21 NNA Flanagan Dr 0.08 Flanagan Dr Griffin Rd 0.13
Mumford Rd W Napier Ave Atlas St 0.05 Atlas St Thorpe St 0.02 Thorpe St Bayne St 0.03 Bayne St Morris Ave 0.01 Morris Ave Case St 0.04 Case St Dawn St 0.06 Dawn St Lawton Rd 0.04 Lawton Rd Earl St 0.02 Earl St Fair St 0.06 Fair St Glade St 0.05 Glade St Hollingsworth Rd 0.02 Hollingsworth Rd N Munford Rd 0.05 N Mumford Rd Ivory St 0.05
Ivory St N Mumford Rd 0.04 N Mumford Rd N Mumford Rd Agape Village Rd 0.48
Agape Village Rd Woodmere Trl 0.38 Woodmere Trl Bentwood Cir 0.41 Bentwood Cir Bentwood Cir 0.10 Bentwood Cir Grove Pointe Dr 0.06 Grove Pointe Dr Treyburne Way 0.16 Treyburne Way Fieldstone Dr 0.18 Fieldstone Dr Idleway Dr 0.20
N Wesleyan Pl Northside Dr end of divide 0.03 Northside Dr end of divide 0.03 end of divide N Wesleyan Cir 0.02
N Wesleyan Cir N Wesleyan Pl N Wesleyan Ct 0.12 N Wesleyan Ct N Wesleyan Cir 0.12 N Wesleyan Cir N Wesleyan Pl 0.13 N Wesleyan Cir cul-de-sac 0.05
N Wesleyan Ct N Wesleyan Cir cul-de-sac 0.03
Sugarloaf Dr Stinsonville Rd cul-de-sac 0.06 Stinsonville Rd Sugarloaf Cir 0.23 Sugarloaf Cir Stinsonville Rd 0.09
Sugarloaf Cir Sugarloaf Dr Sugarloaf Cir 0.14 Sugarloaf Cir Sugarloaf Cir 0.15 Sugarloaf Cir Sugarloaf Cir 0.18
Double Oak Dr Stinsonville Rd Ferncliff Ter 0.05 Ferncliff Ter cul-de-sac 0.05
Ferncliff Ter Double Oak Dr cul-de-sac 0.09 Bel Meade Pl Stinsonville Rd cul-de-sac 0.06 Shadow Moss Ln Stinsonville Rd Shadow Moss Dr 0.04 Shadow Moss Dr Shadow Moss Ln N to cul-de-sac 0.16
Shadow Moss Ln Moss Hill 0.11 Moss Hill Stinsonville Rd Shadow Moss Dr 0.03
Shadow Moss Dr cul-de-sac 0.09
Forest Lake Dr S Forest Hill Rd Lake Valley Rd 0.14 Lake Valley Rd Lake Valley Rd 0.10 Lake Valley Rd Timberlane Dr 0.10 Timberlane Dr Lakeview Ter 0.13 Lakeview Ter Timberlane Dr 0.09
Forest Lake Dr N Timberlane Dr Lake Valley Rd 0.25
Lake. Valley Rd Woodsdale Ter 0.22 Lake Valley Rd Forest Lake Dr S Greendale Ct 0.08
Green Dale Ct Forest Lake Dr S 0.01 Forest Lake Dr S Green Oak Ter 0.06 Green Oak Ter Woodsdale Ter 0.10 Woodsdale Ter Forest lake Dr N 0.15 Forest Lake Dr N S Beechwood Dr 0.07 S Beechwood Dr Glenwood Dr 0.10
Green Dale Ct Lake Valley Rd cul-de-sac 0.05 Brookstone Ct Forest Lake Dr S Brookstone Way 0.07
Brookstone Way Brookstone Ln 0.04 Brookstone Ln cul-de-sac 0.05
Brookstone Way Brookstone Ct cul-de-sac 0.05 Brookstone Lane Brookstone Ct cul-de-sac 0.05 Timberlane Dr Forest Lake Dr S Forest lake Dr N 0.21
Forest Lake Dr N Marlowe Dr 0.08
Bowman Rd Bass Rd Old Bowman Rd 0.36 Old Bowman Rd Brookefiled Dr 0.15 Wesleyan Bowman Rd Wesleyan Dr 0.14
Old Bowman Rd Bowman Rd cul-de-sac 0.12 Wesleyan Bowman Bowman Rd Bowman Pl 0.18
Bowman Pl cul-de-sac 0.03 Wesleyan Hills Dr Wesleyan Dr Bowman Pl 0.20
Bowman Pl cul-de-sac 0.03 Bowman Pl Wesleyan Hills Dr Wesleyan Bowman Rd 0.07
Wesleyan Bowman Rd cul-de-sac 0.05
9.70
17.18
AD LIST
PCI Rating Length (Feet) Length (Miles) Width (Ft)
41 467 0.09 26 38 4569 0.87 26 48 1259 0.24 24 32 1114 0.21 24 45 429 0.08 24 38 660 0.13 24
59 281 0.05 30 37 131 0.02 30 54 154 0.03 30 64 71 0.01 30 37 222 0.04 30 38 293 0.06 30 35 202 0.04 30 43 94 0.02 30 42 306 0.06 30 39 278 0.05 30 59 81 0.02 30 28 243 0.05 30 45 252 0.05 30 52 228 0.04 30 40 2533 0.48 30 48 2010 0.38 30 58 2141 0.41 30 52 544 0.10 30 63 296 0.06 30 41 831 0.16 30 60 968 0.18 30 46 1038 0.20 30
57 153 0.03 15 50 154 0.03 15 60 114 0.02 30 38 611 0.12 30
32 612 0.12 30 31 687 0.13 30 35 281 0.05 30 50 139 0.03 30
38 297 0.06 30 29 1240 0.23 30 35 464 0.09 30 41 744 0.14 30 42 806 0.15 30 57 938 0.18 30 35 248 0.05 30 33 270 0.05 30 41 450 0.09 30 27 336 0.06 30 25 192 0.04 30 40 833 0.16 30 32 597 0.11 30 52 132 0.03 30 64 499 0.09 30
58 730 0.14 30 55 515 0.10 30 56 515 0.10 30 60 682 0.13 30 50 468 0.09 30 55 1308 0.25 30 60 1141 0.22 30 52 428 0.08 30 56 62 0.01 30 48 341 0.06 30 60 530 0.10 30 60 808 0.15 30 39 379 0.07 30 33 522 0.10 30 40 262 0.05 30 41 355 0.07 30 34 230 0.04 30 33 258 0.05 30 50 282 0.05 30 37 281 0.05 30 49 1123 0.21 30
33 442 0.08 30
31 1927 0.36 35 69 802 0.15 30 65 760 0.14 30 35 642 0.12 28 33 930 0.18 28 33 157 0.03 28 58 1056 0.20 28 57 170 0.03 28 32 375 0.07 28 61 258 0.05 28
9.70
Total Price
Square Yards Patchwork,SY, E Deep Patch SY, E Asphalt, Tons 12.5 mm, E
1349.11 134.91 111.3
13199.33 1319.93 1088.9
3357.33 335.73 277.0
2970.67 297.07 245.1
1144.00 114.40 94.4
1760.00 176.00 145.2
936.67 93.67 77.3
436.67 43.67 36.0
513.33 51.33 42.4
236.67 23.67 19.5
740.00 74.00 61.1
976.67 97.67 80.6
673.33 67.33 55.6
313.33 31.33 25.9
1020.00 102.00 84.2
926.67 92.67 76.5
270.00 27.00 22.3
810.00 81.00 66.8
840.00 84.00 69.3
760.00 76.00 62.7
8443.33 844.33 696.6
6700.00 670.00 552.8
7136.67 713.67 588.8
1813.33 181.33 149.6
986.67 98.67 81.4
2770.00 277.00 228.5
3226.67 322.67 266.2
3460.00 346.00 285.5
255.00 25.50 21.0
256.67 25.67 21.2
380.00 38.00 31.4
2036.67 203.67 168.0
2040.00 204.00 168.3
2290.00 229.00 188.9
936.67 93.67 77.3
463.33 46.33 38.2
990.00 99.00 81.7
4133.33 413.33 341.0
1546.67 154.67 127.6
2480.00 248.00 204.6
2686.67 268.67 221.7
3126.67 312.67 258.0
826.67 82.67 68.2
900.00 90.00 74.3
1500.00 150.00 123.8
1120.00 112.00 92.4
640.00 64.00 52.8
2776.67 277.67 229.1
1990.00 199.00 164.2
440.00 44.00 36.3
1663.33 166.33 137.2
2433.33 243.33 200.8
1716.67 171.67 141.6
1716.67 171.67 141.6
2273.33 227.33 187.6
1560.00 156.00 128.7
4360.00 436.00 359.7
3803.33 380.33 313.8
1426.67 142.67 117.7
206.67 20.67 17.1
1136.67 113.67 93.8
1766.67 176.67 145.8
2693.33 269.33 222.2
1263.33 126.33 104.2
1740.00 174.00 143.6
873.33 87.33 72.1
1183.33 118.33 97.6
766.67 76.67 63.3
860.00 86.00 71.0
940.00 94.00 77.6
936.67 93.67 77.3
3743.33 374.33 308.8
1473.33 147.33 121.6
7493.89 749.39 618.2
2673.33 267.33 220.6
2533.33 253.33 209.0
1997.33 199.73 164.8
2893.33 289.33 238.7
488.44 48.84 40.3
3285.33 328.53 271.0
528.89 52.89 43.6
1166.67 116.67 96.3
802.67 80.27 66.2
16598.53 13693.8
Asphalt, Tons 9.5 mm, E Tack,Gal, E Milling,Tons, E M.H. (EA), E
80.95 111.3 0
791.96 1088.9 0
201.44 277.0 0
178.24 245.1 0
68.64 94.4 0
105.60 145.2 0
56.20 77.3 2
26.20 36.0 0
30.80 42.4 2
14.20 19.5 0
44.40 61.1 1
58.60 80.6 2
40.40 55.6 0
18.80 25.9 1
61.20 84.2 2
55.60 76.5 2
16.20 22.3 1
48.60 66.8 0
50.40 69.3 1
45.60 62.7 1
506.60 696.6 2
402.00 552.8 4
428.20 588.8 0
108.80 149.6 0
59.20 81.4 0
166.20 228.5 0
193.60 266.2 0
207.60 285.5 0
15.30 21.0 0
15.40 21.2 0
22.80 31.4 0
122.20 168.0 2
122.40 168.3 3
137.40 188.9 2
56.20 77.3 2
27.80 38.2 0
59.40 81.7 3
248.00 341.0 1
92.80 127.6 6
148.80 204.6 4
161.20 221.7 4
187.60 258.0 4
49.60 68.2 0
54.00 74.3 0
90.00 123.8 0
67.20 92.4 1
38.40 52.8 0
166.60 229.1 0
119.40 164.2 3
26.40 36.3 1
99.80 137.2 1
146.00 200.8 3
103.00 141.6 4
103.00 141.6 5
136.40 187.6 3
93.60 128.7 2
261.60 359.7 7
228.20 313.8 5
85.60 117.7 3
12.40 17.1 3
68.20 93.8 2
106.00 145.8 2
161.60 222.2 3
75.80 104.2 1
104.40 143.6 2
52.40 72.1 2
71.00 97.6 2
46.00 63.3 2
51.60 71.0 1
56.40 77.6 1
56.20 77.3 2
224.60 308.8 5
88.40 121.6 2
449.63 618.2 9
160.40 220.6 0
152.00 209.0 0
119.84 164.8 0
173.60 238.7 3
29.31 40.3 0
197.12 271.0 4
31.73 43.6 5
70.00 96.3 2
48.16 66.2 2
9959.12 13693.8 145
M.H. Risers (EA), E W.V. (EA), E W.V. Risers (EA), E
0 5 5 0 0 0 0 0 0 0 0 0 0 2 2 0 0 0
2 5 5 0 1 1 2 2 2 0 1 1 1 2 2 2 1 1 0 1 1 1 1 1 2 2 2 2 0 0 1 2 2 0 0 0 1 0 0 1 0 0 2 1 1 4 2 2 0 1 1 0 3 3 0 0 0 0 0 0 0 1 1 0 1 1
0 0 0 0 0 0 0 0 0 2 2 2
3 1 1 2 0 0 2 0 0 0 0 0
3 0 0 1 1 1 6 1 1 4 0 0 4 0 0 4 0 0 0 0 0 0 0 0 0 0 0 1 2 2 0 1 1 0 0 0 3 1 1 1 2 2 1 0 0
3 3 3 4 1 1 5 2 2 3 3 3 2 0 0 7 1 1 5 2 2 3 1 1 3 0 0 2 0 0 2 0 0 3 1 1 1 0 0 2 0 0 2 0 0 2 2 2 2 1 1 1 0 0 1 0 0
5 2 2
2 1 1
9 7 7 0 1 1 0 0 0 0 0 0 3 3 3 0 0 0 4 2 2 5 0 0 2 1 1
145 79 79
Striping, M (Centerline And Lane Lines)LF, Est. Traffic Signal Loops (EA), E
934 0 9,138 0
0 0 0 0 0 0 0 0
562 0 262 0 308 0 142 0 444 0 586 0 404 0 188 0 612 0 556 0 162 0 486 0 504 0 456 0
10132 0 8040 0 8564 0 2176 0 1184 0 3324 0 3872 0 4152 0
0 0 0 0 0 0
0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1600 0 1030 0 1030 0 1364 0
936 0 2616 0
2,282 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5500 1 3208 0 3040 0
0 0 0 0 0 0 0 0 0 0 0 0
79,794 1
Painted Arrows(EA), E Bike Symbols(EA),E Painted Messages (EA),E Speed Bumps(EA),E
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
1 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
5 0 2 0
Rumble Strips(SET),E Painted Crosswalks(LF), E Painted Stop Bars(LF), E
0 0 0 0 0 0 0 0 0 0 0 0 0 0 14
0 0 0 0 0 0 0 0 0 0 0 0 0 144 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 40
0 0 0 0 250 20 0 0 15
0 0 0 0 0 0
0 0 15 0 0 15 0 0 15 0 0 15 0 0 0 0 0 15 0 0 20 0 0 0 0 0 15 0 0 20 0 0 20 0 0 15 0 0 0 0 0 20 0 0 15
0 450 30 0 0 0 0 0 0 0 0 0 0 0 0 0 0 15 0 0 30 0 0 15 0 0 15 0 0 15 0 0 0 0 0 0 0 0 20 0 0 35 0 0 15 0 0 15 0 0 0 0 0 0 0 0 15 0 0 15 0 0 30
0 0 30
0 550 20 0 0 0 0 0 30 0 0 20 0 0 20 0 0 0 0 0 20 0 0 0 0 0 0
0 1394 694
RR Symbols(EA), E Painted X-Hatching, LF, E GABC E RPM,M,E
0 0 0 0.09 0 0 0 0.87 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00
0 0 0 0.05 0 0 0 0.02 0 0 0 0.03 0 0 0 0.01 0 0 0 0.04 0 0 0 0.06 0 0 0 0.04 0 0 0 0.02 0 0 0 0.06 0 0 0 0.05 0 0 0 0.02 0 0 0 0.05 0 0 0 0.05 0 0 0 0.04 0 0 0 0.48 0 0 0 0.38 0 0 0 0.41 0 0 0 0.10 0 0 0 0.06 0 0 0 0.16 0 0 0 0.18 0 0 0 0.20
0 0 0 0.00 0 0 0 0.00 0 0 0 0.00
0 0 0 0.00 0 0 0 0.00
0.00 0.00
0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00
0 200 0 0.14 0 0 0 0.10 0 0 0 0.10 0 0 0 0.13 0 0 0 0.09 0 0 0 0.25 0 0 0 0.22 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00
0 850 0 0.36 0 0 0 0.15 0 0 0 0.14 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00
0 1050 0 5.13
Clip Grass Shoulders, Miles, Est.
0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.06 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00
0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.06
Sheet1
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