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Home My WebLink About20140435.tiff Sheet of Report Number: U.S Department of Transportation DETAILED DAMAGE INSPECTION REPORT 20049_Weld_County_01B-PR(RIK) 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 01 Federal-aid Route Number: County Road 13 (CR26A Bridge) Over St.Vrain River 00013 Description of Damage (ONLY ONE ITEM MAY BE CHECKED) State: County: ❑ Emergency Repair ❑✓ Permanent Repair 0 Debris Removal CO Weld Extreme rain amounts caused floodwaters that washed out the north roadway approach for approximately 600', Work Order Number: damaged scour protection at bridge abutments,and damaged 2600'of roadway shoulder. Permanent repairs are necessary to restore the final grading and roadside embankment areas 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 $ 74.13 450 $ 33,357.20 Aggregate Base Course CY 0 $ - Surfacing-HMA TN 0 $ - Surfacing-Concrete SY _ 0 $ - Structure Repairs LS $ 22,200.00 1 $ 22,200.00 Walls SF 0 $ - Drainage LF 0 $ - Misc. Items LS $ - 1 $ - General Construction Items LS $ 17,000.50 1 $ 17,000.50 Winter Work&Dewatering Items LS $ 7,255.77 1 $ 7,255.77 Minor Contract Revisions LS $ 11,972.02 1 $ 11,972.02 Credit-(Pavement)Constructed in ER Project $ 83,213.05 Construction Estimate Subtotal $ 174,998.54 Right-of-Way $ 2,000.00 Preliminary Engineering $ 14,067.82 Construction Engineering $ 9,178.55 Indirects $ - Method ❑ Local Forces ❑ State Forces ❑ Estimated Project Total $ 200,244.92 Contract Environmental Assessment Recommendation Prepared By: Date: O Categorical Exclusion ❑ EA/EIS Ryan Sisson, P.E. 02/11/2014 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 Local yency(Print Name): Local Agen (Signature): Date: Yes ❑ No �1�� +J/,;Ss Y/ �.�� a, /9 FHWA USE ONLY Form FHWA-1547 FEMA Eligible: ❑ Yes ❑ No CDOT 11.5.2013 G,el/Lae/Ka 2014-0435 &ASa // e C?' �/, a-5 G'Ii7 ,D) C/9 ��,5i/�f 13 G o 0 45 r¢ecf Permanent Repair Project Cost Estimate Project Location: Initials RMS Name of Road Weld County Site 01 County Road 13(CR26A Bridget Over St.Vrain River I Begin MP or GPS Coordinatesi 40.1823,-104.9418 End MP County Weld Estimated Duration of Emergency Repairs I Lower Elevation(i 1.207 Project includes the following damages: -Breaching of the St.Vrain River channel and flooding north of the existing bridge. -Wash out of 600'of roadway embankment,subgrade,pavement,topsoil,and roadside elements north 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 -Reconstruction of the washed out roadway,embankment,subgrade,ABC,topsoil,and roadside ditch grading -Replacement of riprap for scour protection at bridge abutments in the main channel 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) NOSIZie AC $ 15,783.00 0.40 $6,313.20 Spray on Mulch Blanket iMeligg AC $ 3,294.00 1.00 $3,294.00 Str.Backfill(Class 1) CY $ 34.00 0 $0.00 Str.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 Mil. SY $ 5.00 0 $0.00 rRemove&Recycle Concrete I'` SY $ 6.00 0 $0.00 Rock Scaling t- ' -, - ttleekgrA HR 5 100.00 0 $0.00 Muck Excavation CY $ 20.00 200 $4,000.00 Topsoil CY $ 15.00 250 $3,750.00 Turf Reinforcement Mat SY $ 8.00 2000 $16,000.00 Estimated Cost Earthwork $33,357 Bases&Pavements Length(ft) Width(ft) ept_ n 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) 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: I Initials RMS Name of Road Weld County Site 01 County Road 13(CR26ABridge)Over St.Vrain River Begin MP or GPS Coordinates 40.1823.-104.9418 End MP County Weld Structures:Replacement " Bridge&Major CBC(>20'span) Str.No. Length(ft) Width(ft) Depth(ft) Unit Unit Cost Quantity Cost Bridge Replacement ` . . SF 0 $0.00 CBC Replacement---'Dimension of CBC: SNP raw e'ip_.25P`4! LF 0 $0.00 $0.00 $0.00 Bard Cost Str Replace $0 Structures Repair/Rehabiliation . bep₹iijiid) li Bridge'&Major CBC(>20'span) Length(ft) Width(R) Depth(ft) Unit" Unit Cost,' Quantity Cost HMA Patching Bridge Deck .fIfixie; TN $ 149.00 0 $0.00 HMA Pave Bridge Deck p-�. :'3 TN $ 81.00 0 $0.00 Waterproofing Membrane -$y''. SY $ 18.00 0 $0.00 Approach Slab Replacement SOTtIftglit$2; SY $ 44.00 0 $0.00 Expansion Joint =4411altalftj now 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 i$0.00 Bridge Drains ,' ",,..,., , '.„ t ''a_1 EA $ 3,943.00 0 $0.00 Concrete Class D CY $ 584.00 0 $0.00 Reinforcing Steel '8i12OPtItn .% .S. :ax"',''. LB $ 1.00 0 $0.00 Structural Embankment CV $ 14.00 0 $0.00 RIP RAP CV $ 111.00 200 $22,200.00 $0.00 $0.00 $0.00 Est'd Cost Bridge Repair $22,200 Walls`" Length(ft) Width(ft) Depth(ft) Unit Unit Cost Quantity Cost Wing Walls .,., SF $ 47.00 0 $0.00 MSE Walls SF $ 30.00 0 $0.00 Retaining Walls SF $ 47.00 0 $0.00. SU.Backfill(Class 1)(Repair only) CY $ 34.00 0 $0.00 Str.Backfill(Flow-fill)(Repair only) CV $ 107.00 0 $0.00 Concrete Class D(Repair only) CV $ 584.00 0 $0.00 Reinforcing Steel(Repair only) I26'„FC, , ^1 ae4r; Q y .g ifi1a1 LB $ 1.00 0 $0.00 $0.00 Estimated Cost Walls' $0 Drainage Length(R) Width(R) Depth(R) `Unit Unit Cost Quantity j Cost 36"CMP wo.,, kD _,"r4&SOINg812, LF $ 96.00 0 $0.00 Pipe i " LF 0 $0.00 36"CMP FES %Al a `A:48 EA $ 1,021.00 0 $0.00 FES '1F'." e rif?1 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 Detour Pavement(Place&Remove) ya3. SY $ 42.00 0 $0.00 Guardrail--->Type: II851aVeSSI Mina. LF $ 19.00 0 $0.00 Tensioned Cable Barrier LF $ 13.00 0 $0.00 Median Cover s SF $ 7.00 0 $0.00 Curb&Gutter , i LF $ 19.00 0 $0.00 Sidewalk (iR''' SY $ 44.00 0 $0.00 Bike Path Sh SY $ 44.00 0 $0.00 Traffic Signals :t -- fr 0; EA 0 $0.00 Wire Fence „.rJ rr•Y+xKo' '"i LF $ 2.00 0 $0.00 Removal Culvert F("rsu,"d EA $ 1,503.00 0 $0.00 Remove Guardrail ,I' LF $ 3.00 0 $0.00 Removal Curb&Gutter ,7:+ LF $ 5.66 0 $0.00 Misc Construction&Demolition Debris CV $ 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 Misc $0 'Total Major Items $55,557 3/5 Permanent Repair Project Cost Estimate Project Location: Initials RMS Name of Road Weld County Site 01 County Road 13(CR26A Bridge)Over St.Vrain River I Begin MP or GPS Coordinates'40.1823,-104.9418 End MP County Weld A.Total of Major Items excpetDebris Removal $55,557 B=General Construction Items Major Item Cost B-1 Erosion Control 10% of A S 5 555 77 B-2 Mobilization 65% of A S 3 666 78 B-3 Signing&Striping 44% of A 5 2 444 52 B-4 Traffic Control 7.1% of A S 3 944 56 B-5 Public Information 0 5% of A 5 777 79 B-6 Construction Survey 7 0% of A 5 1 111 14 B-7 TOTAL OF B B. TOTAL OFA+B $ 1700050 I$ 72,557:70) 04 Dewatering/Soil Stabilization I 5.0% I of B I S 3 677 89 C-2 Not Used C-3 Winter Work Issues 5.0% of B S 3 677 89 C-4 TOTAL OF 5 7 255 77 C. TOTAL OF A+B+C IS 79,813.47 0. Right of Way Enter actual cost--> 5 977 00 E. Minor Contract Revisions I 15 0% I of C S 11 977 07 F. TOTAL OF A+B+C+E I:$ , _ ,S 91,785.49 0-1 Design Engineering 15 0% of F+D 5 14 067 82 G-2 Construction Engineering 1.0 0% of C+E 5 9.1733 55 G-3 Indirects 00% of D+F+G-1+G-2 S _ G. TOTAL OF A+B+C+D+E+F+G Is 117,031.87 F. TOTAL PROJECT COST LINE G 1$ 117,031.87 -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 maybe requested. -ASSUMPTIONS: PR quantities 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) Doug Daugherty(FHWA) Wayne Howard(Weld County) 4/5 Permanent Work Cost Estimate EM-B R13/26A 12/4/2013 CDOT ITEM ESTIMATED UNIT PRICE TOTAL NUMBER CONTRACT ITEM UNIT QUANTITY Engineer's Engineer's 203 Muck Excavation CY 200 $20.00 $4,000.00 207 Topsoil(Import) CY 250 $15.00 $3,750.00 208 Erosion Log(12 inch) LF 200 $6.00 $1,200.00 208 Silt Fence LF 1000 $1.50 $1,500.00 212 Seeding&Mulching AC 1 $2,500.00 $2,500.00 216 Turf Reinforcement Mat SY 2000 $8.00 $16,000.00 216 Soil Retention Blanket SY 2000 $3.00 $6,000.00 506 Riprap(12") CY 200 $75.00 $15,000.00 620 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 $20,000.00 $20,000.00 630 Traffic Control Day 10 $1,000.00 $10,000.00 700 F/A Minor Contract Revisions FA 1 $20,000.00 $20,000.00 700 F/A Dewatering FA 1 $10,000.00 $10,000.00 SUBTOTAL $116,450.00 Eng Construction Admin.-County(5%) LS 1 $5,822.00 $5,822.00 Eng Design&Inspection-Consultant(20%) LS 1 $23,290.00 $23,290.00 ROW Temporary Construction Easements LS 4 $500.00 $2,000.00 TOTAL $147,562.00 Sheet of Report Number: U. Department of Transportation DETAILED DAMAGE INSPECTION REPORT 20049_Weld_County_01A-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 01 Federal-aid Route Number: County Road 13(CR26A Bridge) Over St.Vrain River 00013 Description of Damage (ONLY ONE ITEM MAY BE CHECKED) State: County: 0 Emergency Repair ❑ Permanent Repair ❑ Debris Removal CO Weld Extreme rain amounts caused floodwaters that washed out the north roadway approach for approximately 600', Work Order Number: damaged scour protection at bridge abutments,and damaged 2600'of roadway shoulder. Emergency repairs are necessary for the roadway,subgrade,ABC,embankment,scour protection,and roadside appurtenances to restore the 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 Project Total-Contractor Cost(See attached) $ 727,075.00 Deduction-Debris Removal $ (5,000.00) Deduction- PR Item (Pavement) $ (82,875.00) Project Total-Local Forces(See attached) $ 91,864.20 Deduction-PR Item (Pavement) $ (338.05) Construction Estimate Subtotal $ 730,726.15 Right-of-Way $ - Preliminary Engineering $ - Construction Engineering $ - Indirects $ - Method Estimated Project Total $ 730,726.15 E Local Forces ❑ State Forces Q Contract Environmental Assessment Recommendation Prepared By: Date: 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: ❑ Yes ❑ No Miranda Lange, P.E. 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