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Home My WebLink About20140436.tiff Sheet of Report Number: U,S.Department anspotation f DETAILED DAMAGE INSPECTION REPORT 20050_Weld_County_02B-PR(RIK) 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 02 Federal-aid Route Number: County Road 13(CR44B Bridge) Over Little Thompson River 00013 Description of Damage (ONLY ONE ITEM MAY BE CHECKED) State: County: ❑ Emergency Repair E Permanent Repair ❑ Debris Removal CO Weld Extreme rain amounts caused floodwaters that overtopped the roadway and bridge;scouring the embankments, Work Order Number: shoulders,and roadway approach;complete washout of the approach;and damaged scour protection at bridge abutments. Permanent repairs are necessary to restore the roadside embankments and shoulders 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 $ 4,397.00 Aggregate Base Course CY 0 $ - Surfacing-HMA TN 0 $ - Surfacing-Concrete SY 0 $ - Structure Repairs LS $ 44,400.00 1 $ 44,400.00 Walls SF 0 $ - Drainage LF 0 $ - Misc. Items LS $ 3,000.00 1 $ 3,000.00 General Construction Items LS $ 15,849.88 1 $ 15,849.88 Winter Work&Dewatering Items LS $ 3,382.34 1 $ 3,382.34 Minor Contract Revisions LS $ 10,654.38 1 $ 10,654.38 Credit-(Pavement) Constructed in ER Phase $ 6,628.03 Construction Estimate Subtotal $ 88,311.64 Right-of-Way $ 2,000.00 Preliminary Engineering $ 12,552.54 Construction Engineering $ 8,168.36 Indirects rects $ - Method ❑ Local Forces ❑ State Forces ❑ Contract Estimated Project Total $ 111,032.54 Environmental Assessment Recommendation Prepared By: Date: ❑✓ Categorical Exclusion ❑ EA/EIS Ryan Sisson,P.E. 02/1.1/2014 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 Locaa-ll.4gency(Print Name): Local A cy(Sa nature): Date: `f"' Yes ❑ No �l�y ,Z1,-.6-,.77 ��../--s:�,- c %2'%d 7p�"ii FHWA USE ONLY / Form FHWA-1547 FEMA Eligible: ❑ Yes ❑ No CDOT 11.5.2013 ebil4eI'L/t2094-0436 Permanent Repair Project Cost Estimate Project Location: Initials RMS Name of Road Weld County Site 02 County Road 13(CR44B Bridge)Over Little Thompson River Begin MP or GPS Coordinatesl40.3136,-104.9418 End MP County Weld Estimated Duration of Emergency Repairs I Lower Elevation(-)a,1.207 Project includes the following damages: -Flooding and overtopping of the Little Thompson River. -Complete wash out of roadway embankment,subgrade,pavement,topsoil,roadside elements and abutment backfill on one side of the bridge. -Wash out of half the lane of roadway embankment,subgrade,pavement,topsoil,roadside elements and abutment backfill on one side of the bridge. -Damage/washout to scour protection riprap at bridge abutments within the main channel -Damaged guardrail posts Project includes the following repairs: -Dewatering,soil stabilization,and removals of damaged infrastructure outside the roadway. -Muck excavation of remaining grading within right-of-way PROJECT MAJOR CONSTRUCTION ITEMS This Section not used in Permanent Repair Cost Estimates • Major Earthwork Items • Length(ft) Width(ft) Depth(ft) _ Unit Unit Cost Quantity Cost Rock Fill CY $ 34.00 0 $0.00 Excavation&Embankment CY $ 14.00 0 $0.00 Seeding and Blankets(steeper than 2:1 slope) ' AC $ 15,783.00 0.00 $0.00 Spray on Mulch Blanket i, AC $ 3,294,00 0.50 $1,647.00 Str.Backfill(Class 1) CY $ 34.00 0 $0.00 Str.Backfill(Flow-fill) CY $ 107.00 0 $0.00 Channel Excavation CY 5 49.00 0 $0.00 Rip Rap to protect embankment slopes CY $ 111.00 0 $0.00 Remove&Recycle Asphalt tY,zirA�;`,a-t);1 SY $ 5.00 0 50.00 Remove&Recycle Concrete SY $ 6.00 0 $0.00 Rock Scaling j�A �,,,', �'`� W:�+9�,,PO 41-A14iiI.1E HR $ 100.00 0 50.00 Muck Excavation CY $ 20.00 100 S2,000.00 I Topsoil CY $ 15.00 50 $750.00 $0.00 Estimated Cost Earthwork $4,397 Bases 8 Pavements Length(ft) Width(ft) a _l.(bi _ Unit Unit Cost Quantity ': Cost 6"ABC Class 6 CY $ 33.00 0 50.00 HMA(assume 5")area greater than 500LF TN $ 81,00 0 $0.00 PCCP(assume 9",but project specific overrides) ti:J.•Irrk i. SY 5 44.00 0 $0.00 HMA Patching-anything less than 500 LF I TN 5 149.00 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 02 County Road 13(CR44B Bridge)Over Little Thompson River Begin MP or GPS CoordinatesI40.3136,-104.9418 End MP County Weld Structures Replacement 'r - Bridge&Major CBC(>20'span) .Str.No, Length(ft) Width(ft) Depth(R) Unit Unit Cost Quantity Cost Bridge Replacement SF 0 $0.00 CBC Replacement-->Dimension of CBC: ,!$kkl c.:'.44 !"#0,01 LF 0 $0.00 $0.00 $0.00 Est'd Cost Str Replace $0 Structures Repaldgohabilitation 0gptti(lhI Bridge&Major CBC(>20'span) Length(ft)' Width(ft) Depth(R) Unit Unit;Cost ' Quantity Cost ,.. HMA Patching Bridge Deck 4404 TN $ 149.00 0 $0.00 HMA Pave Bridge Deck +i'' TN $ 81.00 0 $0.00 Waterproofing Membrane _ 21 SY $ 16.00 0 $0.00 Approach Slab Replacement ClacrOaki SY $ 44.00 0 50.00 Expansion Joint .Tx'4s9 'l4 }'t : "°. LF $ 263.00 0 $0.00 Slope and Ditch Paving CY $ 377.00 0 $0.00 Sir.Backfill(Class 1) CY $ 34.00 0 $0.00 Sir.Backfill(Flow-fill) CY $ 107.00 0 $0.00 Bridge Drains ,., � „ g k EA $ 3,943.00 0 $0.00 Concrete Class D CV $ 584.00 0 $0.00 Reinforcing Steel SirMat iti at'3r".`is LB $ 1.00 0 $0.00 Structural Embankment CY $ 14.00 0 $0.00 RIP RAP CV $ 111.00 400 $44,400.00 $0.00 $0.00 $0.00 Est'd Cost Bridge Repair $44,400 Walls Length(R) Width(ft) Depth(ft) Unit ` . Unit Cost Quantity Cost Wing Walls �+ � SF $ 47.00 0 $0.00 MSE Walls his 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 50.00 Reinforcing Steel(Repair only) `#:+r r+.3 d ay"�'t1,40O „5 rifiatia0 LB $ 1 00 0 $0.00 $0.00 Estimated Cost Walls $0) . Drainage Length(ft) Width(R) Depth(R) Unit Unit Cost Quantity Cost 36"CMP Mgemat=mem LF $ 96.00 0 $0.00 Pipe 1 LF 0 $0.00 36"CMP FES ^3''t`a$�.r 4 `1�i EA $ 1,021.00 0 $0.00 FES (4^t B V FA 0 $0.00 Other Items $0.00 Estimated Cost Drainage $0 Mise Items Length(ft) Width(ft) Depth(R) Unit Unit Cost ':Quantity Cost Detour Pavement(Place&Remove) natleiltil SY $ 42.00 0 '$0.00 Guardrail--->Type: LF $ 19.00 0 $0.00 Tensioned Cable Barrier yd T. r.,,,,a.liirti LF $ 13.00 0 $0.00 Median Cover '��t ' SF $ 7.00 0 $0.00 Curb&Gutter msr LF $ 19.00 0 $0.00 Sidewalk SY $ 44.00 0 $0.00 Bike Path s' SY $ 44.00 0 $0.00 Traffic Signals (`et^ ‘e lalf,attel5 AMNON EA 0 $0.00 Wire Fence r:.:e)•.,:-.An nR o.mr''kJti0 LF $ 2.00 0 $0.00 Removal Culvert , 02. ++f,`M."t,, EA $ 1,503.00 0 $0.00 Remove Guardrail ert Iti4.0Oliert, 0 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 applicable 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 Mize $3,000 'Total Major items $51,797 3/5 Permanent Repair Project Cost Estimate Project Location: Initials RMS Name of Road Weld County Site 02 County Road 1 (CR44B Bridge)Over Little Thompson River Begin MP or GPS CoordinatesJ403136,-104.9418 1 End MP County Weld A.Total of Major Items excpet Debris Removal $51,797. B=General Construction Items Major Item Cost B-1 Erosion Control 10% of A S 5 179 70 B-2 Mobilization 6.6% of A S 3.418 60 B-3 Signing&Striping 4.4% of A S, 1779.07 8-4 Traffic Control 7 1% of A S 3 677 59 8-5 Public Information 0 5% of A S 755.99 8-6 Construction Survey 2.0% of A S 1.035.94 8-7 TOTAL OF 8 S 15.849.88 B. TOTAL OF A+B $ C-1 DewaterIng/Soll Stabilization I5.0% C-2 Not Used of B S 3.3387,82.344 C-3 Winter Work Issues 0.0% j of B C-4 TOTAL OF C C. TOTAL OF A+B+C $ 3.382.34 71,029.23 D. Right of Way Enter actual cost--> S 2.000.00 E. Minor Contract Revisions I 15.0% I of C S 10.654.38 F. TOTAL OF A+B+C+E l$ 81,683.61 G-1 Design Engineering 15.0% of F+D 5 12.552 54 G-2 Construction Engineering 10 0% of C+E S 8 168.36 G-3 Indirects 0.0% of D+F+G-1+G-2 S G. TOTAL OF A+B+C+D+E+F+G 15 104,404.51 F. TOTAL PROJECT COST LINE G $ 104,404.51 -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 provided by Weld County PRINT NAMES OF ALL REPRESENTATIVES PRESENT FOR THIS ASSESSMENT-Approximate scope and quantities have been reviewed Bob Thatcher(COOT Representative) Doug Daugherty(FHWA) Wayne Howard(Weld County) 4/5 Permanent Work Cost Estimate E M-B R13144B 12/2/2013 CDOT ITEM ESTIMATED UNIT PRICE TOTAL NUMBER CONTRACT ITEM UNIT QUANTITY Engineer's Engineer's 203 Muck Excavation CY 100 $20.00 $2,000.00 203 Utility Potholing HR 20 $150.00 $3,000.00 207 Topsoil(Import) CY 50 $15.00 $750.00 208 Erosion Log(12 inch) LF 100 $6.00 $600.00 208 Silt Fence LF 400 $1.50 $600.00 212 Seeding&Mulching AC 0.5 $2,500.00 $1,250.00 506 Riprap(12") CY 400 $75.00 $30,000.00 620 Sanitary Facility EA 1 $1,000.00 $1,000.00 625 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 $10,000.00 $10,000.00 700 F/A Dewatering FA 1 $20,000.00 $20,000.00 SUBTOTAL $89,200.00 Eng Construction Admin. -County(5%) LS 1 $4,460.00 $4,460.00 Eng Design&Inspection-Consultant(20%) LS 1 $17,840.00 $17,840.00 ROW Temporary Construction Easements LS 4 $500.00 $2,000.00 TOTAL $113,500.00 Sheet of Report Number: u. Department of Transportation DETAILED DAMAGE INSPECTION REPORT 20050_Weld_County_02A-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 02 Federal-aid Route Number: County Road 13 (CR44B Bridge) Over Little Thompson River 00013 Description of Damage (ONLY ONE ITEM MAY BE CHECKED) State: County: O Emergency Repair ❑ Permanent Repair ❑ Debris Removal CO Weld Extreme rain amounts caused floodwaters that overtopped the roadway and bridge;scouring the embankments, Work Order Number: shoulders,and roadway approach;complete washout of the approach;and damaged scour protection at bridge abutments. Emergency repairs are necessary for the roadway,backfilling of abutments,and shoulders 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) $ 32,682.44 Deduction-Debris Removal $ (631.75) Deduction- PR Item (Pavement) $ (6,628.03) Construction Estimate Subtotal $ 25,422.66 Right-of-Way $ - Preliminary Engineering $ - Construction Engineering $ - Indirects $ - Method Estimated Project Total $ 25,422.66 O Local Forces ❑ State Forces ❑ Contract Environmental Assessment Recommendation Prepared By: Date: D Categorical Exclusion ❑ EA/EIS Ryan Sisson,P.E. 02/11/2014 Concurrence FHWA Engineer(Print Name): FHWA Engineer(Signature): Date: ❑ Yes ❑ No Concurrence State Engineer(Print Name): State Engineer(Signature): Date: El Yes ❑ No Miranda Lange,P.E. 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