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Home My WebLink About20140440.tiff Sheet of Report Number: U.S.Department of Transportation y_DETAILED DAMAGE INSPECTION REPORT 20054_Weld_Count 06B-PR(RIK) Federal Highway Inspection Date: Administration (Title 23, Federal-aid Highways) 10/30/2013 Location(Name of Road and Milepost) FHWA Disaster Number: CO-13-1 Weld County Site 06 Federal-aid Route Number: County Road 54(CR13A Bridge)Over Big Thompson River 00054 Description of Damage (ONLY ONE ITEM MAY BE CHECKED) State: County: ❑ Emergency Repair ❑✓ Permanent Repair ❑ Debris Removal CO Weld Extreme rain amounts caused floodwaters that washed out the roadway and abutment backfill at the east abutments; Work Order Number: overtopped the roadway and damaged 800 feet of shoulder,embankment,and pavement;and damaged scour protection elements at the abutments in the main channel at the bridge. Permanent repairs are necessary to dewater, remove emergency materials,pavement,and restore the bridge backfill and scour protection to pre-disaster condition once emergency repairs are complete. Cost Estimate Description of Work to Date Cost (Equipment, Labor,and Materials) Unit Unit Price Quantity Completed Remaining Major Earthwork Items CY $ 110.80 40 $ 4,432.00 Aggregate Base Course CY 0 $ - Surfacing-HMA TN 0 Surfacing-Concrete SY 0 $ - Structure Repairs LS $ 88,800.00 1 $ 88,800.00 Walls SF 0 $ - Drainage LF 0 $ - Misc. Items LS $ 3,000.00 1 $ 3,000.00 General Construction Items LS $ 29,446.99 1 $ 29,446.99 Winter Work&Dewatering Items LS $ 12,567.90 1 $ 12,567.90 Minor Contract Revisions LS $ 20,737.03 1 $ 20,737.03 Credit-(Pavement) Constructed in ER Phase $ 3,474.74 Construction Estimate Subtotal $ 162,458.66 Right-of-Way $ 2,000.00 Preliminary Engineering $ 24,147.59 Construction Engineering $ 15,898.39 Indirects $ - Method ❑ Local Forces ❑ State Forces El Contract Estimated Project Total $ 204,504.65 Environmental Assessment Recommendation Prepared By: Date: ❑✓ Categorical Exclusion O EA/EIS Ryan Sisson,P.E. 02/11/14 Concurrence FHWA Engineer(Print Name): FHWA Engineer(Signature): Date: ❑ yes ❑ No Concurrence State Engineer(Print Name): State Engineer(Signature): Date: ❑ Yes ❑ No Miranda Lange,P.E. Concurrence Local Agency kllit Name))/: Local Agen yjSignnature): f� Date: 7 /i Qg Yes ❑ No C7�! /�,c,!( !(//7:7_,(4---� c,� ri z-4 C7 _ FHWA USE ONLY B Form FHWA-1547 FEMA Eligible: ❑ Yes O No COOT 11.5.2013 2014-0440 / / CC : ,�V �, Q��'1, Puff e,4 Permanent Repair Project Cost Estimate Project Location: Initials RMS Name of Road Weld County Site 06 County Road 54(CR1 3A Bridge)Over Big Thompson River Begin MP or GPS CoordinatesJ40.3779:104.9324 End MP County Weld Estimated Duration of Emergency Repairs Lower Elevation 1.207 Project includes the following damages: -Breaching of the Big Thompson River channel and overtopping west of the existing bridge. -Wash out of 800'of roadway embankment,subgrade,pavement,topsoil,and roadside elements southwest of the bridge. -Damage/washout to scour protection riprap at bridge abutments within the main channel -Washout and pavement failure of the east roadway approach Project includes the following repairs: -Dewatering,soil stabilization,and removals of damaged infrastructure -Final stabilization and grading -Permanent erosion control BMP's PROJECT MAJOR CONSTRUCTION ITEMS Thls:Sectbn ndTused in Permanent Repam Cost Es4mates • ry Mayor Earthwork Items' Length'(R) Width(ft) Depth(ft},i' Unit. —.Unit Coat Quantity „ Cost Rock Fill CY $ 34.00 0 $0.00 Excavation&Embankment CY $ 14.00 40 $560.00 Seeding and Blankets(steeper than 2:1 slope) ialia,agg AC $ 15,783.00 0.00 $0.00 Spray on Mulch Blanket "'r'' s'tr AC $ 3,294.00 0.50 $1,647.00 Str.Backfill(Class 1) CY $ 34.00 0 $0.00 Sir.Backfill(Flow-fill) CY $ 107.00 0 $0.00 Channel Excavation CY $ 49.00 0 $0.00 Rip Rap to protect embankment slopes CY $ 111.00 0 $0.00 Remove&Recycle Asphalt ° SY $ 5.00 0 $0.00 Remove&Recycle Concrete SY $ 6.00 0 $0.00 Rock Scaling HR $ 100.00 0 $0.00 Muck Excavation CY $ 20.00 85 $1,700.00 Topsoil CY $ 15.00 35 $525.00 Turf Reinforcement Mat SY $ 8.00 0 $0.00 Estimated Cost Earthwork $4,432 Basest&PaVeinents rY Length(tt) WIdth(ft) �rj 1 Unit Unit Cost Quahbty. Cost 6"ABC Class 6 CY $ 33.00 0 $0.00 HMA(assume 5")area greater than 500LF TN $ 81.00 0 $0.00 PCCP(assume 9",but project specific overrides) NOWN4. SY $ 44.00 0 $0.00 HMA Patching-anything less than 500 LF TN $ 149.00 0 $0.00 $0.00 $0.00 $0.00 Estimated Cost Pavement $0. 2/5 Permanent Repair Project Cost Estimate Project Location: Initials RMS Name of Road Weld County Site 06 County Road 54(CR13A Bridge)Over Big Thompson River Begin MP or GPS CoordinatesI40.3779,-104.9324 End MP County Weld Structures Replacement""� Bridge`&'Major CBC(>20'span) Ste..No n Length(ft)r Width(ft),, Depth(ft)., ,. Unit r '.Umt Cost : Quantity Cost Bridge Replacement ',.. SF 0 $0.00 CBC Replacement-->Dimensian of CBC: w LF 0 $0.00 $0.00 $0.00 Est'd:Cost Str Replace $0 Structures e ..t v,"0.• ` 1 ',rv' i "RepairlRahabifitation Bridge&,Major CBC(>20'span), Length(ft) Width(ft) Depth(ft) 7,:-Unit z`Unit Cost, Quantity Coat" HMA Patching Bridge Deck TN $ 149.00 0 $0.00 HMA Pave Bridge Deck TN $ 81.00 0 $0.00 Waterproofing Membrane SY $ 18.00 0 $0.00 Approach Slab Replacement SY $ 44.00 0 $0.00 Expansion Joint LF $ 263.00 0 $0.00 Slope and Ditch Paving CY $ 377.00 0 $0.00 Str.Backfill(Class 1) CY $ 34.00 0 $0.00 Str.Backfill(Flow-fill) CY $ 107,00 0 $0.00 Bridge Drains EA $ 3,943.00 0 $0.00 Concrete Class D CY $ 584.00 0 $0.00 Reinforcing Steel 7 LB $ 1.00 0 $0.00 Structural Embankment CY $ 14.00 0 $0.00 RIP RAP CY $ 111.00 800 $88,800.00 $0.00 $0.00 $0.00 Est'd Cost Bridge Repair:. $88,800 , Length(ft) ,. Width(ft)",-, Depth(It), „Unit ,Unit Cost ';Quantity, . .s,;,,Coat .. Wing Walls SF $ 47.00 0 $0.00 MSE Walls SF $ 30.00 0 $0.00 Retaining Walls ., SF $ 47.00 0 $0.00 Str.Backfill(Class 1)(Repair only) CY $ 34.00 0 $0.00 Sir.Backfill(Flow-fill)(Repair only) CY $ 107.00 0 $0.00 Concrete Class D(Repair only) CY $ 584.00 0 $0.00 Reinforcing Steel(Repair only) zr LB $ 1.00 0 $0.00 $0.00 Estimated Cost Walls $0 Drainage rr— Y'�� Length(ft) > , Width(ft) ;: Depth,(It)F :Unit Unit.Cost ' Quantity Cost ., 36"CMP LF $ 96.00 0 $0.00 Pipe LF 0 $0.00 36"CMP FES EA $ 1,021.00 0 $0.00 FES i EA 0 $0.00 Other Items $0.00 Estimated Cost Drainage $0 Misc Items ` '° ", Length(ft) Width`(ft) ' Depth(ft), . 'Unit Unit Cost Quantity Cost z ` Detour Pavement(Place&Remove) SY $ 42.00 0 $0.00 Guardrail--->Type: 1; '« LF $ 19.00 0 $0.00 Tensioned Cable Barrier LF $ 13.00 0 $0.00 Median Cover SF $ 7.00 0 $0.00 Curb&Gutter .' `' LF $ 19.00 0 $0.00 Sidewalk SY $ 44.00 0 $0.00 Bike Path SY $ 44.00 0 $0.00 Traffic Signals EA 0 $0.00 Wire Fence LF $ 2.00 0 $0.00 Removal Culvert EA $ 1,503.00 0 $0.00 Remove Guardrail LF $ 3.00 0 $0.00 Removal Curb&Gutter LF $ 5.66 0 $0.00 Misc Construction&Demolition Debris - CY $ 15.00 0 $0.00 Complete description below if aoolicable to your site $0.00 Electrical $0.00 Lighting $0.00 Utilities(Potholing Only) HR $ 150.00 20 $3,000.00 ITS $0.00 Irrigation $0.00 Estimated Cost Mist 1 `' $3000 [Total Major Items $96,232 3/5 Permanent Repair Project Cost Estimate Project Location: Initials RMS Name of Road Weld County Site 06 County Road 54(CR13A Bridge)Over Big Thompson River I Begin MP or GPS Coordinates 140.3779:104.9324 End MP County Weld A.<Tblal of Majoritems'excpet Debds.Removal.;.^ $96,232 '-, B=General Construction Items Major Item Cost 8-1 Erosion Control 10% of A S 9.623,20 B-2 Mobilization 6.6% of A 5 6 35131 8-3 Signing&Striping 4 4% of A 5 4 234 21 B-4 Traffic Control 7.1% of A S 6.R32 47 B-5 Public Information 0.5% ofA 5 48116 B-6 Construction Survey 2.0% of A S 1.924.64 B-7 TOTAL OF B S 29.446.99 B. TOTAL OF A+B $ 125,678.99: C-1 Dewatering/Soil Stabilization I 5.0% I of B I 5 6 283 95 C-2 Not Used C-3 Winter Work Issues 5 0% of B S 6 78335 C-4 TOTAL OF C 5 12567:90 C. TOTAL OF A+B+C I$ 138,246.89 D. Right of Way Enter actual cost--> 5 2 000.00 E. Minor Contract Revisions I 15.0% I of C 5 20 737.03 F. TOTAL OF A+B+C+E I$ 158,983.92 G-1 Design Engineering 15 0% of F+D 5 15.197 59 G-2 Construction Engineering o 10 0% of C+E S 15.898.39 G-3 Indirects 0,0% ofD+F+G-1+G-2 5 - G. TOTAL OF A+B+C+D+E+F+G I$ 201,029.91 F. TOTAL PROJECT COST LINE G I$ 201,029:99 -ADDITIONAL COMMENTS/ISSUES: The scope of repairs and quantities provided hereon are based on the best information available at the time of concurrence and signature. The County is currently performing a more detailed evaluation and assessment of the damage and project scope,and future modifications to the DDIR form may be requested. -ASSUMPTIONS: Permanent repair quantities were provided by Weld County PRINT NAMES OF ALL REPRESENTATIVES PRESENT FOR THIS ASSESSMENT-Approximate scope and quantities have been reviewed Bob Thatcher(CDOT Representative) Doug Daugherty(FHWA) Wayne Howard(Weld County) 4/5 Permanent Work Cost Estimate EM-BR54/13A 12/2/2013 CDOT ITEM ESTIMATED UNIT PRICE TOTAL NUMBER CONTRACT ITEM UNIT QUANTITY Engineer's Engineer's 203 Unclassified Excavation(Complete in Place) CY 45 $8.00 $360.00 203 Muck Excavation CY 40 $15.00 $600.00 203 Embankment(CIP) (R=20) CY 40 $15.00 $600.00 203 Utility Potholing HR 20 $150.00 $3,000.00 207 Topsoil(Import) CY 35 $10.00 $350.00 208 Erosion Log(12 inch) LF 200 $6.00 $1,200.00 208 Silt Fence LF 500 $1.50 $750.00 212 Seeding&Mulching AC 0.5 $2,500.00 $1,250.00 506 Riprap(12") CY 800 $75.00 $60,000.00 620 Sanitary Facility EA 1 $1,500.00 $1,500.00 625 Construction Surveying LS 1 $5,000.00 $5,000.00 626 Mobilization LS 1 $10,000.00 $10,000.00 630 Traffic Control Day 5 $1,000.00 $5,000.00 700 F/A Minor Contract Revisions FA 1 $7,500.00 $7,500.00 700 F/A Dewatering FA 1 $35,000.00 $35,000.00 SUBTOTAL $132,110.00 Eng Construction Admin.-County(5%) LS 1 $6,605.50 $6,605.50 Eng Design&Inspection-Consultant(20%) LS 1 $26,422.00 $26,422.00 ROW Temporary Construction Easements LS 4 $500.00 $2,000.00 TOTAL $167,137.50 Sheet of Report Number: U.s.Transp Transportation of DETAILED DAMAGE INSPECTION REPORT 20054_Weld_County_06A-ER Transportation Federal Highway Administration (Title 23, Federal-aid Highways) Inspection Date: 10/30/2013 Location (Name of Road and Milepost) FHWA Disaster Number: CO-13-1 Weld County Site 06 Federal-aid Route Number: County Road 54(CR13A Bridge) Over Big Thompson River 00054 Description of Damage (ONLY ONE ITEM MAY BE CHECKED) State: County: 2 Emergency Repair ❑ Permanent Repair ❑ Debris Removal CO Weld Extreme rain amounts caused floodwaters that washed out the roadway and abutment backfill at the east abutments; Work Order Number: overtopped the roadway and damaged 800 feet of shoulder,embankment,and pavement;and damaged scour protection elements at the abutments in the main channel at the bridge.Emergency repairs are necessary for the bridge abutment backfills,roadway,subgrade,embankments,roadside elements,and scour mitigation measures at the abutments to restore essential traffic to pre-disaster condition. Cost Estimate Description of Work to Date Cost (Equipment,Labor,and Materials) Unit Unit Price Quantity Completed Remaining Major Earthwork Items CY 0 0 Aggregate Base Course CY 0 0 Surfacing- HMA TN 0 0 Surfacing-Concrete SY 0 0 Structure Repairs LS 0 1 0 Walls SF 0 0 Drainage LF 0 0 Misc. Items LS 0 0 General Construction Items LS 0 0 Winter Work&Dewatering Items LS 0 0 Minor Contract Revisions LS 0 0 Project Total-Local Forces(See attached) $ 23,747.84 Deduction -(Pavement)PR Item $ (3,474.74) Construction Estimate Subtotal $ 20,273.10 Right-of-Way $ - Preliminary Engineering $ - Construction Engineering $ - Indirects $ - Method Estimated Project Total $ 20,273.10 2Local Forces ❑ State Forces ❑ Contract Environmental Assessment Recommendation Prepared By: Date: ❑✓ Categorical Exclusion ❑ EA/EIS Ryan Sisson,P.E. 02/11/14 Concurrence FHWA Engineer(Print Name): FHWA Engineer(Signature): Date: ❑ Yes ❑ No Concurrence State Engineer(Print Name): State Engineer(Signature): Date: ❑ Yes ❑ No Miranda Lange, P.E. 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