Damage_Survey_Report_FS378-W11A.pdf

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Attached to
Chequamegon-Nicolet National Forest - 2016-1(4) Federal contract opportunity
Solicitation number
693C73-18-B-000021
Issued by
Department of Transportation Federal Highway Administration

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Damage Survey Report_FS378-W11A

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Text version

Sheet No: 1 of 9

DSR No:

N/A Surface Type: Aggregate Thickness: 6"

N/A Surface Type: Varies Thickness: N/A

Unit Unit Price

Unit Unit Price

LPSM

LPSM

LNFT

CUYD

CUYD

SQYD

CUYD

TON

LNFT

LNFT

SQYD

SQYD

15% 10%

Eligible Ineligible

Eligible Ineligible

Proposed: Force Account Contract Total Permanent Repairs Identify Betterment, if any, and provide justification* Preliminary Engineering

Construction Engineering

$0 $0 $0

COST ESTIMATE for PERMANENT REPAIRS* Quantity

Quantity

$0 $0 $0

Traveled Way Width: Varies

Shoulder Width: Varies Description and Cause of Damage: Extensive heavy rainfall (8" - 11") in less than 24 hours on July 11, 2016 led to extensive flooding and damages to over 1,000 miles Forest Service.

Scope/Description of Repair: Perform permanent repairs to resurface or reconstruct sections of the aggregate surface course roadway, recondition ditches, replace culverts, and place riprap.

COST ESTIMATE for EMERGENCY REPAIRS* Item Description

Turf Establishment

Cost

$0

Cost

Aggregate Surface Course

FEDERAL HIGHWAY ADMINISTRATION, Federal Lands Highway

Placed Riprap, Method A, Class 3

Proposed: Force Account Contract Total Emergency Repairs

Construction Survey and Staking

Unclassified Borrow

Ditch Reconditioning 24-Inch Pipe Culvert

733 Separation-Stabilization Geotextile, Class II, Type E

$0Subtotal Permanent Repairs (continuation sheet)

Furnishing and Placing Topsoil, 3-Inch Depth

Reviewed By: (Name and Title)

Roadway Excavation

Item Description Mobilization

Soil Erosion Control, Silt Fence

State:

Wisconsin

Recommended By: (Name and Title)

Date:

*Attach Supplemental Sheets if necessary

Date:

Signature:

Signature:

Signature:

Date:

Submitted By: (Name and Title)

Classification: Maintenance Level 4

Right-of-Way

TOTAL ESTIMATED COST

(Emergency and Permanent Repairs)

Other

DAMAGE SURVEY REPORT

(Title 23, Federal-Aid System/Federal Domain)

Inspection Date: 08/24/2016

Location of Damage (Route No., Name of Road and Mile Post): FR 378 - Wisco Road

ADT: <200

W11A W12A W51 W15A W16A

C29-FS378-H

Disaster No: WI2016-1-FS

Bridge Data:

Type:

ID#:

County: BayfieldApplicant: Chequamegon-Nicolet National Forest

Photograph #: See Attached Sheets Road Data:

RICHARD JOSEPH HODY

Materials & Equipment

Salary & Travel

Administrative

Mark Beuning, Forest Engineer 12/15/2016

Eric Wright, ERFO Coordinator 12/18/2016 /S/J. Eric Wright

Sheet No: 2 of 9

Disaster No:

Applicant: County: Bayfield State:

Facility Name: Mile Post: N/A to N/A

46.325° N , 91.040° W - Site 1 - W11A surface course and ditch reconditioning 46.322° N , 91.043° W - Site 2 - W12A

FEDERAL HIGHWAY ADMINISTRATION, Federal Lands Highway

DAMAGE SURVEY REPORT (Supplemental Sheet) W11A W12A W51 W15A

W16A C29-FS378-H

(Title 23, Federal-Aid System/Federal Domain) WI2016-1-FS

Figure 2 - Typical road and shoulder washout in need of excavation, borrow material, aggregate

Wisconsin

FR 378 - Wisco Road

Chequamegon-Nicolet National Forest

Figure 1 - Typical road washout in need of aggregate surface course and ditch reconditioning

Sheet No: 3 of 9

Disaster No:

Applicant: County: Bayfield State:

Facility Name: Mile Post: N/A to N/A surface course and ditch reconditioning 46.322° N , 91.043° W - Site 2 - W12A surface course & ditch reconditioning 46.431° N , 91.021° W - Site 3 - W51 7292 Figure 4 - Typical edge of road & shoulder washout in need of excavation, borrow material, aggregate

FR 378 - Wisco Road

Figure 3 - Typical road and shoulder washout in need of excavation, borrow material, aggregate

FEDERAL HIGHWAY ADMINISTRATION, Federal Lands Highway

DAMAGE SURVEY REPORT (Supplemental Sheet) W11A W12A W51 W15A

W16A C29-FS378-H

(Title 23, Federal-Aid System/Federal Domain) WI2016-1-FS

Chequamegon-Nicolet National Forest Wisconsin

Sheet No: 4 of 9

Disaster No:

Applicant: County: Bayfield State:

Facility Name: Mile Post: N/A to N/A and ditch reconditioning 46.304° N , 91.031° W - Site 4 - W15A material and aggregate surface course 46.311° N , 91.045° W - Site 6 - C29

Figure 5 - Typical road washout in need of excavation, borrow material, aggregate surface course

Figure 6 - Culvert, roadway and shoulder washout in need of new culvert, excavation, borrow

FR 378 - Wisco Road

FEDERAL HIGHWAY ADMINISTRATION, Federal Lands Highway

DAMAGE SURVEY REPORT (Supplemental Sheet) W11A W12A W51 W15A

W16A C29-FS378-H

Sheet No: 5 of 9

Disaster No:

Applicant: County: Bayfield State:

Facility Name: Mile Post: N/A to N/A

Location No. / Beginning Beginning FS Number Latitude - N Longitude - W

1 - W11A 46.325˚ 91.040˚ Photo's 1282-1288 2 - W12A 46.322˚ 91.043˚ Photo's 1289-1294 3 - W51 46.431˚ 91.021˚ Photo's 7291-7295 4 - W15A 46.304˚ 91.031˚ Photo's 7296-7306 5 - W16A 46.308˚ 91.039˚ None 6 - C29 46.311˚ 91.045˚ Photo's 7307-7315

Location No. / Description of Work FS Number

1 - W11A Silt fence, aggregate surface course and ditch reconditioning 2 - W12A Silt fence, aggregate surface course, excavation, unclassified borrow and ditch reconditioning 3 - W51 Silt fence, aggregate surface course, excavation, unclassified borrow, ditch reconditioning and outlet protection 4 - W15A Silt fence, aggregate surface course, excavation, unclassified borrow and ditch reconditioning 5 - W16A Silt fence, aggregate surface course, excavation, unclassified borrow and ditch reconditioning 6 - C29 Silt fence, aggregate surface course, excavation, unclassified borrow, 24-Inch culvert, and outlet protection

FR 378 - Wisco Road

FEDERAL HIGHWAY ADMINISTRATION, Federal Lands Highway

DAMAGE SURVEY REPORT (Supplemental Sheet) W11A W12A W51 W15A

W16A C29-FS378-H

Sheet No: 6 of 9

Disaster No:

Applicant: County: Bayfield State:

Facility Name: Mile Post: N/A to N/A

Mobilization Lump Sum Item LPSM

Construction Survey and Staking Lump Sum Item LPSM

Soil Erosion Control, Silt Fence

Location: Length (ft) 1 - W11A 425 2 - W12A 270 3 - W51 490 4 - W15A 450 5 - W16A 260 6 - C29 245

Subtotal: 2140 LNFT Total: 2354 LNFT

Roadway Excavation Required at areas where erosion occurred and ONLY to grade evenly at bottom and edges (square off). Assume 20% of borrow material except for 100% at Location 5 which requires full road excavation. See Item 20403-0000 below.

Location: Length (ft) Width (ft) Depth (ft) CUYD Volume = (L)x(W)x(D)x(1CY/27CF) 2 - W12A 270 3 0.67 4 (20% of Item 20403-0000) 3 - W51 100 3 1.50 3 (20% of Item 20403-0000) 4 - W15A 400 14 1.00 207 5 - W16A 100 4 1.00 3 (20% of Item 20403-0000) 6 - C29 25 16 4.00 12 (20% of Item 20403-0000) 6 - C29 20 8 4.00 5 (20% of Item 20403-0000)

Subtotal: 234 CUYD Total: 258 CUYD

Unclassified Borrow

Location: Length (ft) Width (ft) Depth (ft) CUYD Volume = (L)x(W)x(D)x(1CY/27CF)

2 - W12A 270 3 0.67 20 CUYD

3 - W51 100 3 1.50 17 4 - W15A 400 14 1.00 207 5 - W16A 100 4 1.00 15 6 - C29 25 16 4.00 59 6 - C29 20 8 4.00 24 Fill slope: 2@½(8'); L=10'(ea side)

Subtotal: 342 CUYD Total: 376 CUYD

Continued Next Sheet

FR 378 - Wisco Road

FEDERAL HIGHWAY ADMINISTRATION, Federal Lands Highway

DAMAGE SURVEY REPORT (Supplemental Sheet) W11A W12A W51 W15A

W16A C29-FS378-H

Sheet No: 7 of 9

Disaster No:

Applicant: County: Bayfield State:

Facility Name: Mile Post: N/A to N/A

Separation-Stabilization Geotextile, Class II, Type E

Location: Length (ft) Width (ft) SQYD Area = L(W)(1SY/9SF) 4 - W15A 400 14 622 6 - C29 25 16 44

Subtotal: 667 SQYD Total: 733 SQYD

Placed Riprap, Method A, Class 3

Location: Length (ft) Width (ft) Area (sf) 3 - W51 6 10 60 6 - C29 2 Each @ 6 10 120 Total Area: 180 SF

Depth, D = 2 ft Unit Weight = 135 lbs/cf CF Volume = Area (sf)(D) = Total Volume: 360 CF

CY Area = Volume (cf)(1cy/27cf) =

Subtotal: 13 CUYD Total: 15 CUYD

Aggregate Surface Course

Location: Length (ft) Width (ft) Area (sf) 1 - W11A 425 16 6800 2 - W12A 700 16 11200 3 - W51 490 14 6860 4 - W15A 850 14 11900 5 - W16A 260 15 3900 6 - C29 245 15 3675

Total Area: 44335 SF

Depth, D= 6 in Unit Weight= 145 lbs/cf CF Volume = Area (sf)(D)(1ft/12in) = Total Volume: 22168 CF

Weight (Ton) = Volume (cf)(Unit Weight)(1ton/2000lb) =

Subtotal: 1607 TON Total: 1768 TON

Continued Next Sheet

FR 378 - Wisco Road

FEDERAL HIGHWAY ADMINISTRATION, Federal Lands Highway

DAMAGE SURVEY REPORT (Supplemental Sheet) W11A W12A W51 W15A

W16A C29-FS378-H

Sheet No: 8 of 9

Disaster No:

Applicant: County: Bayfield State:

Facility Name: Mile Post: N/A to N/A

Ditch Reconditioning

Location: Length (ft) 1 - W11A 425 2 - W12A 700 3 - W51 100 4 - W15A 800 5 - W16A 100 6 - C29 245

Subtotal: 2370 LNFT Total: 2607 LNFT

24-Inch Pipe Culvert

Location: Length (ft) 6 - C29 40

Subtotal: 40 LNFT Total: 44 LNFT

Furnishing and Placing Topsoil, 3-Inch Depth

Location:

6 - C29

Sideslope, S = 9 ft Length, L = 16 ft Area = (l)(s)(1sy/9sf)(2 sides) =

Subtotal: 32 SQYD Total: 35 SQYD

Turf Establishment

See Furnishing and Placing Topsoil, 3-inch Depth item above for location and quantity

Subtotal: 32 SQYD Total: 35 SQYD

FR 378 - Wisco Road

FEDERAL HIGHWAY ADMINISTRATION, Federal Lands Highway

DAMAGE SURVEY REPORT (Supplemental Sheet) W11A W12A W51 W15A

W16A C29-FS378-H

Sheet No: 9 of 9

Disaster No:

Applicant: County: Bayfield State:

Facility Name: Mile Post: N/A to N/AFR 378 - Wisco Road

FEDERAL HIGHWAY ADMINISTRATION, Federal Lands Highway

DAMAGE SURVEY REPORT (Supplemental Sheet) W11A W12A W51 W15A

W16A C29-FS378-H

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