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Home My WebLink About20140441.tiff Sheet of Report Number: U.S.Department of Transportation DETAILED DAMAGE INSPECTION REPORT 20055_Weld_County_07B-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 07 Federal-aid Route Number: County Road 54(CR41A Bridge)Over South Platte River 00054 Description of Damage (ONLY ONE ITEM MAY BE CHECKED) State: County: ❑ Emergency Repair 2 Permanent Repair ❑ Debris Removal CO Weld Extreme rain amounts caused floodwaters that washed out approx.120 feet of roadway;overtopped the roadway and Work Order Number: damaged 330 feet of shoulder,embankment,and pavement. Permanent repairs are necessary to restore pavement 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 $ 206.46 600 $ 123,877.48 Aggregate Base Course CY 0 $ - Surfacing- HMA TN 0 Surfacing-Concrete SY 0 $ - Structure Repairs LS $ - 1 $ - Walls SF 0 $ - Drainage LF 0 $ - Misc. Items LS $ - 1 $ - General Construction Items LS $ 37,906.51 1 $ 37,906.51 Winter Work&Dewatering Items LS $ 16,178.40 1 $ 16,178.40 Minor Contract Revisions LS $ 26,694.36 1 $ 26,694.36 Credit-(Pavement)Constructed in ER Project $ 10,822.06 Construction Estimate Subtotal $ 215,478.80 Right-of-Way $ 2,000.00 Preliminary Engineering $ 30,998.51 Construction Engineering $ 20,465.67 Indirects $ - Method ElLocal Forces ❑ State Forces ❑ Contract Estimated Project Total $ 268,942.98 Environmental Assessment Recommendation Prepared By: Date: ❑J 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. Concurrence Local enc (Print Name): Local Age y(/iigj ature): Date: N Yes ❑ No l Vi,.t-Gt.5.f)1 ,/�� f/�-./G tr�t� 2-42- / FHWA USE ONLY f Form FHWA-1547 FEMA Eligible: ❑ Yes ❑ No COOT 11.5.2013 2014-0441 eieVU11/2e tar/Id-42 ecii,c7 ,5. cctinj,00/0 e4 V3 C©OH5 /eVaO/ xiee7`. a�� Permanent Repair Project Cost Estimate Project Location; Initials RMS Name of Road Weld County Site 07 County Road 54(CR4I A Bridge)Over South Platte River Begin MP or GPS CoordinatesI40.3774:104.6745 J End MP County Weld Estimated Duration of Emergency Repairs I Lower Elevation(a 1.2Q7 Project includes the following damages: -Breaching of the South Platte river levee upstream of the damage site -Wash out of 120'of roadway embankment,subgrade,pavement,topsoil,and roadside elements -Damage/washout to 330'of roadway shoulder Project includes the following repairs: -Dewatering,soil stabilization,and removals of damaged infrastructure -Installation of final erosion control BMP's for stabilization -Installation of loose and grouted riprap PROJECT MAJOR CONSTRUCTION ITEMS This Section not used In Permanent.Repair Cost Estimates ' • • Major Ear3lwlrgfttltams L{ s Length eft) 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) Ws AC $ 15,783.00 0.10 $1,630.48 Spray on Mulch Blanket faara24F AC $ 3,294.00 0.50 $1,647.00 Str.Backfill(Class 1) CY $ 34.00 0 $0.00 Sir.Backrill(Flow-fill) CY $ 107.00 0 $0.00 Channel Excavation CY $ 49.00 0 $0.00 Rip Rap to protect embankment slopes CY $ 111.00 600 $65,600.00 Remove 8,Recycle Asphalt 7 SY $ 5.00 0 $0.00 Remove&Recycle Concrete SY $ 6.00 0 $0.00 Rock Scaling ;fsri "i 'i HR $ 100.00 0 $0.00 Muck Excavation CY $ 20.00 300 $6,000.00 Topsoil(Import) CY $ 15.00 200 $3,000.00 Grouted Riprep CY $ 150.00 300 $45,000.00 Estimated Cost Earthwork $123,877 Bases&Pavements Length(ft) Width(ft) ep h In. Unit: Unit Cost Quantity 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) r 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 07 County Road 54(CR41A Bridge)Over South Platte River Begin MP or GPS CoordinatesI40.3774.-104.6745 End MP County Weld Structures Replacement Bridge&Major CBC(>20'span) Sir.No. Length(ft) "Width(ft) Depth(ft) Unit Unit Cost Quantity Cost Bridge Replacement 0ThagbUR $F 0 $0.00 CBC Replacement—"Dimension of CBC: ' E s' ( ' LF 0 $0.00 $0.00 $0.00 Bard Cost Str Replace $0 Structures Repair/Rehabilitation Depthitiiii ' Bridge&Major CBC(>20'span) „ Length(ft) " Width(ft) Depth(ft) Unit Unit,Cost Quantity Cost HMA Patching Bridge Deck { TN $ 149.00 0 $0.00 HMA Pave Bridge Deck TN $ 81.00 0 $0.00 Waterproofing Membrane INS SY $ 18.00 0 $0.00 Approach Slab Replacement SY $ 44.00 0 $0.00 Expansion Joint tenot 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 Sty.Backfill(Flow-fill) CY $ 107.00 0 $0.00 Bridge Drains GICn-4y „ . ;,4s`6ks EA $ 3,943.00 0 $0.00 Concrete Class D CY $ 584.00 0 $0.00 Reinforcing Steel OW/10MM s" -3.k'.'43x.' `"m% LB $ 1.00 0 $0.00 Structural Embankment CY $ 14.00 0 $0.00 RIP RAP CY $ 111.00 0 $0.00 $0.00 $0.00 $0.00 Est'd Cost Bridge Repair $0 Walls .. Length(ft) Width(ft) Depth(ft) Unit Unit Cost Quantity Cost Wing Walls --tr.":n°>? e'at 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) CV $ 34.00 0 $0.00 Str.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) $'r LB $ 1.00 0 $0.00 $0.00 Estimated.Cost Walls - $0 Drainage, Length(ft) a Width(ft) Depth(ft)" Unit Unit Cost Quantity Cost 36"CMP ;`.f 'r' 'M... LF $ 96.00 0 $0.00 Pipe `r.' ₹ � ,'. LF 0 $0.00 36"CMP FES EA $ 1,021.00 0 $0.00 FES EA 0 $0.00 Other Items $0.00 Estimated Cost Drainage - $0 Misc Items Length(ft) Width(ft) Depth(if) " Unit" Unit Cost Quantity Cost Detour Pavement(Place&Remove) , '.it.it*Y+,°: ' SY $ 42.00 0 $0.00 Guardrail--->Type: 4rIfireau ' LF $ 19.00 0 $0.00 Tensioned Cable Barrier $dm" > '1,P•4,rL' LF $ 13.00 0 $0.00 Median Cover '5 Mir:- SF $ 7.00 0 $0.00 Curb&Gutter ;>l3ai 'k'q+``r. x.",4'cfr.+t a LF $ 19.00 0 $0.00 Sidewalk SY $ 44.00 0 $0.00 Bike Path Filitir 4i SY $ 44.00 0 $0.00 Traffic Signals ilaMMI 0 $0.00 Wire Fence LF $ 2.00 0 $0.00 Removal Culvert 'zv�. @ s:'1:,.",4 {.":4-4 7-'„ x''E ,, 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 applicable to your site $0.00 Electrical $0.00 Lighting $0.00 Utilities $0.00 ITS $0.00 Irrigation $0.00 Estimated Cost Mist $0 'Total Major Items. -. $123,877:.. 3/5 Permanent Repair Project Cost Estimate Project Location: Initials RMS Name of Road Weld County Site 07 County Road 54(CR4 IA Bridge)Over South Platte River Begin MP or GPS CoordinatesI40.3774,-104.6745 1 End MP County Weld A,Total of Major Items excpet Debris Removal,; $123,877{ 1 B=General Construction Items Major Item Cost B-1 Erosion Control 1,0% of A S 12.387.75 B-2 Mobilization 6.6% of A S 8 175 91 8-3 Signing&Striping 4.4% of A S 5.450 61 B-4 Traffic Control 7 1% of A S 8,795.30 8-5 Public Information 0 5% of A S 619.39 B-S Construction Survey 7.0% of A S 2.477.55 B-7 TOTAL OF B S 37 906.51 B. TOTAL OF A+B I$ 161,783.98 0-1 Dewatering/Soil Stabilization Iu C-2 Not Used 5.0/o of S 8.089.70 C-3 Winter Work Issues S 0% of B S 8 089.2.0 C-4 TOTAL OF C 16.178.40 C. TOTAL OF A+B+C $ 177,962.38 D. Right of Way Enter actual cost--> S 2.000 00 E. Minor Contract Revisions I 150% I ofC S 26.694 36 F. TOTAL OF A+B+C+E $ -204,656.74 G-1 Design Engineering 15 0% S 30.998 67 o£F+D fC+E G-2 Construction Engineering u G•3 Indirects 10.0% o S 20 465.67 0 0% ofD+F+G-1+G-2 S - G. TOTAL OF A+B+C+D+E+F+G I$ 258,120.92 F. TOTAL PROJECT COST LINE G I$ 258,120.92 -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: PR Items input from County provided estimate PRINT NAMES OF ALL REPRESENTATIVES PRESENT FOR THIS ASSESSMENT-Approximate scope and quantities have been reviewed Bob Thatcher(CDOT Representative) Douglas Daugherty(FHWA) Wayne Howard(Weld County) 4/5 Permanent Work Cost Estimate EM-BR54/41A-B R54/41 A 12/2/2013 CDOT ITEM ESTIMATED UNIT PRICE TOTAL NUMBER CONTRACT ITEM UNIT QUANTITY Engineer's Engineer's 203 Muck Excavation CY 300 $20.00 $6,000.00 207 Topsoil(Import) CY 200 $15.00 $3,000.00 208 Erosion Log(12 inch) LF 100 $6.00 $600.00 208 Silt Fence LF 500 $1.50 $750.00 212 Seeding&Mulching AC 0.5 $2,500.00 $1,250.00 216 Soil Retention Blanket SY 500 $3.00 $1,500.00 506 Riprap (12") CY 600 $75.00 $45,000.00 506 GroutedRiprap(12") CY 300 $150.00 $45,000.00 620 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 $25,000.00 $25,000.00 630 Traffic Control Day 20 $1,000.00 $20,000.00 700 F/A Minor Contract Revisions FA 1 $25,000.00 $25,000.00 700 F/A Dewatering FA 1 $25,000.00 $25,000.00 SUBTOTAL $204,600.00 Eng Construction Admin. -County(5%) LS 1 $10,230.00 $10,230.00 Eng Design&Inspection-Consultant(20%) LS 1 $40,920.00 $40,920.00 ROW Temporary Construction Easements LS 4 $500.00 $2,000.00 TOTAL $257,750.00 Sheet of Report Number: u.s.Department of DETAILED DAMAGE INSPECTION REPORT 20055_Weld_County_07A-ER Transportation Federal Highway (Title 23, Federal-aid Highways) Inspection Date: Administration10/30/2013 Location (Name of Road and Milepost) FHWA Disaster Number: CO-13-1 Weld County Site 07 Federal-aid Route Number: County Road 54(CR41A Bridge)Over South Platte River 00054 Description of Damage (ONLY ONE ITEM MAY BE CHECKED) State: County: ❑✓ Emergency Repair 0 Permanent Repair ❑ Debris Removal CO Weld Extreme rain amounts caused floodwaters that washed out approx.120 feet of roadway;overtopped the roadway Work Order Number: and damaged 330 feet of shoulder,embankment,and pavement.Emergency repairs are necessary for the roadway, subgrade,embankments,and roadside elements 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) $ 101,921.25 Deduction-Debris Removal $ (4,814.80) Deduction-(Pavement) PR Item $ (10,822.06) Construction Estimate Subtotal $ 86,284.39 Right-of-Way $ - Preliminary Engineering $ - Construction Engineering $ - Indirects $ - Method Estimated Project Total $ 86,284.39 ❑ Local Forces ❑ State Forces ❑ Contract Environmental Assessment Recommendation Prepared By: Date: Q 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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