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Home My WebLink About20140439.tiff Sheet of U.S.Department of Report Number: Transportation DETAILED DAMAGE INSPECTION REPORT 20053_Weld_County_05D-PR(CSR) 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 05 Federal-aid Route Number: County Road 53(CR58A Bridge) Over South Platte River 00053 Description of Damage (ONLY ONE ITEM MAY RE CHECKED) State: County: ❑ Emergency Repair ❑✓ Permanent Repair ❑ Debris Removal CO Weld Extreme rain amounts caused floodwaters that overtopped and washed out 2,100'of roadway,embankments, Work Order Number: subgrade,paving,and roadside elements. Permanent repairs are necessary to reconstruct the bridge and roadway to design standards. Cost Estimate Description of Work to Date Cost (Equipment, Labor,and Materials) Unit Unit Price Quantity Completed Remaining Major Earthwork Items CY 0 $ - 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 $ - 1 $ - Winter Work&Dewatering Items LS $ - 1 $ - Minor Contract Revisions LS $ - 1 $ - Project Total(See Weld County Estimate) $ 5,880,773.00 Credit-(Pavement)Constructed in ER Phase $ 121,892.19 Construction Estimate Subtotal $ 6,002,665.19 Right-of-Way $ - Preliminary Engineering $ - Construction Engineering $ - Indirects $ - Method Estimated Project Total $ 6,002,665.19 ❑ Local Forces ❑ State Forces ❑✓ Contract Environmental Assessment Recommendation Prepared By: Date: U Categorical Exclusion ❑ EA/EIS Ryan Sisson, P.E. 12/23/2013 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(Print Name): Local A ency(Signature): /� Dattee:M Yes ❑ No 4° f y s-''W U ig._,C e'�t� pc '-'/ 2'�',7T�O FHWA USE ONLY Form FHWA-1547 FEMA Eligible: ❑ Yes ❑ No CDOT 11.5.2013 2014-0439 ei ?L ie,, e ale-i4.> de:A-4 5� oni, L'� 15 c OOk-1S / t,/ 7 4ed 7 •O4 j/ BRIDGE 53/58A REPLACEMENT ESTIMATE OF PROBABLE COSTS DECEMBER 4,2013 PLATTE RIVER TOTALS UNIT COST COST BRIDGE ITEM NO. DESCRIPTION UNIT QUANTITY UNIT COST COST 201 CLEARING AND GRUBBING LS 1 1 $50,000.00 $50,000.00 202 REMOVAL OF TREE(GREATER THAN 24 INCH DBH) EA 10 10 $500.00 $5,000.00 202 REMOVAL OF EXISTING BRIDGE LS 1 1 $100,000.00 $100,000.00 206 STRUCTURE EXCAVATION CY 1,500 1,500 $12.00 $18,000.00 206 STRUCTURE BACKFILL(CLASS I) CY 540 540 $27.00 $14,580.00 206 STRUCTURE BACKFILL(CLASS II) CV 970 970 $14.00 $13,580.00 206 MECHANICAL REINFORCEMENT OF SOIL CY 540 540 $10.00 $5,400.00 208 EROSION BALES(WEED FREE HAY) EA 40 40 $15.00 $600.00 208 SILT FENCE LF 2,000 2,000 $1.25 $2,500.00 208 SEDIMENT CONTROL LOGS(12 INCH) LF 500 500 $15.00 $7,500.00 208 CONCRETE WASHOUT AREA EA 2 2 $1,200.00 $2,400.00 208 STABILIZED STAGING AREA EA 1 1 $10,000.00 $10,000.00 208 LABORER(SEDIMENT REMOVAL) HR 40 40 $45.00 $1,800.00 208 EQUIPMENT(SEDIMENT REMOVAL) HR 40 40 $150.00 $6,000.00 211 TEMPORARY CROSSING(PLATTE RIVER) , LS 1 1 $100,000.00 $100,000.00 212 DEWATERING(PLATTE RIVER) LS 1 1 $50,000.00 . $50,000.00 216 SOIL RETENTION BLANKET(STRAW/COCONUT) SY 5,000 5,000 $3.00 $15,000.00 403 HOT MIX ASPHALT(GRADING SX)(100)(PG 64-28) TON 680 680 $80.00 $54,400.00 420 GEOTEXTILE(SEPARATOR)(CLASS I) SY 5,000 5,000 $1.50 $7,500.00 502 PILE TIP EA 82 82 $135.00 $11,070.00 502 STEEL PILING(HP 14X89) LF 7,960 7,960 $75.00 $597,000.00 506 RIPRAP(9 INCH) CY 200 200 $60.00 $12,000.00 512 BEARING DEVICE(TYPE I) EA 8 8 $1,050.00, $8,400.00 515 WATERPROOFING(MEMBRANE) SY 4,170 4,170 $15.00 $62,550.00 518 BRIDGE EXPANSION DEVICE(0-4 INCH) LF 82 82 $250.00 $20,500.00 518 BRIDGE EXPANSION DEVICE(0-6 INCH) LF 40 40 $270.00 $10,800.00 601 CONCRETE CLASS D(BRIDGE) CV 1,690 1,690 $475.00 $802,750.00 601 STRUCTURAL CONCRETE COATING SY 2,920 2,920 $10.00 $29,200.00 602 REINFORCING STEEL(EPDXY COATED) LB 492,000 492,000 $1.20 $590,400.00 604 VANE GRATE INLET EA 4 4 $4,000.00 $16,000.00 606 BRIDGE RAIL TYPE 10M LF 1,150 1,150 $135.00 $155,250.00 606 GUARDRAIL LF 2,000 2,000 $80.00 $160,000.00 613 2 INCH ELECTRICAL CONDUIT(BRIDGE) LF 1,150 1,150 $10.00 $11,500.00 618 PRESTRESSED CONCRETE I(5T84) LF 3,860 3,860 $245.00 $945,700.00 620 FIELD OFFICE(CLASS 2) EA 1 1 $10,000.00 $10,000.00 620 SANITARY FACILITY EA 1 1 $600.00 $600.00 625 CONSTRUCTION SURVEYING LS 1 1 $40,000.00 $40,000.00 626 MOBILIZATION - LS 1 1 $150,000.00 $150,000.00 700 F/A MINOR CONTRACT REVISIONS F/A 1 1 $100,000.00 $100,000.00 700 F/A EROSION CONTROL F/A 1 1 $10,000.00 $10,000.00 CONSTRUCTION SUBTOTAL $4,207,980.00 CONSTRUCTION ADMINISTRATION-COUNTY(5%) $210,399.00 DESIGN AND INSPECTION-CONSULTANT(15%) $631,197.00 ROW AND UTILITIES $200,000.00 CONSTRUCTION CONTINGENCY(15%) $631,197.00 $5,880,773:00 Sheet of Report Number: u.s.Department of Transportation DETAILED DAMAGE INSPECTION REPORT 20053_Weld_County_05A-ER 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 05 Federal-aid Route Number: County Road 53 (CR58A Bridge)Over South Platte River 00053 Description of Damage (ONLY ONE ITEM MAY BE CHECKED) State: County: Q Emergency Repair ❑ Permanent Repair ❑ Debris Removal CO Weld Extreme rain amounts caused floodwaters that overtopped and washed out 2,100'of roadway,embankments, Work Order Number: subgrade,paving,and roadside elements. Emergency repairs are necessary for the 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, Project Total-Contractor Cost(See attached) LS 0 $ 577,014.64 Deduction -Debris Removal LS 0 $ (25,200.00) Deduction -PR Item (Pavement) $ (121,892.19) Project Total-Local Forces(See attached) - $ 76,960.47 Deduction -Debris Removal $ (1,135.08) Construction Estimate Subtotal $ 505,747.84 Right-of-Way $ - Preliminary Engineering $ - Construction Engineering $ - Indirects $ - Method Estimated Project Total $ 505,747.84 Q Local Forces ❑ State Forces O Contract Environmental Assessment Recommendation Prepared By: Date: Q Categorical Exclusion El E4/EIS Ryan Sisson,P.E. 02/11/14 Concurrence FHWA Engineer(Print Name): FHWA Engineer(Signature): Date: El Yes ❑ No Concurrence State Engineer(Print Name): State Engineer(Signature): Date: ❑ Yes El No Miranda Lange, P.E. Concurrence Loc Agenc rint Name): Local /ee cc5(Signatur ): Date: ) Yes El No , K, 1 s•L� a (/Cr��/ �` ��`/ FHWA USE ONLY / Form FHWA-1547 FEMA Eligible: ❑ Yes ❑ No CDOT 11.5.2013 RLT,� at.- 62 � sngTeao0m ao .7OO _ 1, � mgo6ryo ggo m i !:! I !!! N S mm " oFa 80 Sn r$q,'m Fi $ gaNa `S Z „ v N� S C4 • i I' m8 $ F �go "SMEMM, MSM m 8 N 4 N m r "ni N a Si w0m aF m oa x„ x „ „x „ „ „ a z sm M $ S' rN . a M N .- ^ O . . $8. „ ; 3. 48. . , 4 ? ERR o .. t p «I ma 0 . . N . . . .. . . .. . . . . . N M . .. .. ... . .. , mm y. b o o , E • 0 • . • a• o_ o ap .eEa a= Eo 03= flrt yN N x x N „ x x x „ x x N x x N x% n N m M w N -u1=G m 0 L[ a Eat dl! Rios 00≥ ' c¢sa o 0`0< 11 a J J F. os - - 80 8aS d io . 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