HomeMy WebLinkAbout20140438.tiff Sheet of
Report Number:
u.s.Department of
Transportation DETAILED DAMAGE INSPECTION REPORT 20052_Weld_County_04B-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 04 Federal-aid Route Number:
County Road 27.5(CR48A Bridge) Over Big Thompson River 02750
Description of Damage (ONLY ONE ITEM MAY BF CHECKED) State: County:
❑ Emergency Repair Permanent Repair ❑ Debris Removal CO Weld
Extreme rain amounts caused floodwaters that overtopped the roadway,scouring the embankments and shoulder Work Order Number:
pavement. Permanent repairs are necessary to restore the embankments,grading,and stabilization 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 $ 172.23 60 $ 10,334.00
Aggregate Base Course CY 0 $ -
Surfacing-HMA TN 0 $ -
Surfacing-Concrete SY 0 $ -
Structure Repairs LS $ 111,000.00 1 $ 111,000.00
Walls SF 0 $ -
Drainage LF 0 $ -
Misc. Items LS $ 750.00 1 $ 750.00
General Construction Items LS $ 37,357.70 1 $ 37,357.70
Winter Work&Dewatering Items LS $ 7,972.09 1 $ 7,972.09
Minor Contract Revisions LS $ 25,112.07 1 $ 25,112.07
Credit-(Pavement) Constructed in ER Phase $ 5,218.11
Construction Estimate Subtotal $ 197,743.97
Right-of-Way $ 2,000.00
Preliminary Engineering $ 29,178.88
Construction Engineering $ 19,252.59
Indirects $ -
Method
❑ Local Forces ❑ State Forces ❑ Contract Estimated Project Total $ 248,175.43
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.
Concurrence Local Agency(Print '
� %:,97fin /....717„,
Name): Local Agencyy�(SSiignnatture): Date:
tia Yes ❑ f No ted ,S, /,�
FHWA USE ONLY // Form FHWA-1547
FEMA Eligible: El Yes ❑ No CDOT 11.5.2013
2014-0438
13C- 00(4S
a/� /coif 4 ad9- ,��;y
Permanent Repair Project Cost Estimate
Project Location: Initials RMS
Name of Road Weld County Site 04 County Road 27.5(CR48A Bridge)Over Bi Thomason River
Begin MP or GPS Coordinatest40.3370,-104.8029
End MP
County Weld
Estimated Duration of Emergency Repairs Lower Elevation(i i 1.207
Project includes the following damages:
-Breaching of the Big Thompson River channel and overtopping of the roadway,north and south of the bridge.
-Roadside scour and headcut of roadway shoulder including failure of embankment,subgrade,pavement,topsoil,and roadside elements north of the bridge.
-Damage/washout to scour protection riprap at bridge abutments within the main channel.
Project includes the following repairs:
-Dewatering,soil stabilization,and removals of damaged infrastructure.
-Final grading of roadside shoulder,embankments,and ditches.
-Permanent erosion control BMP's for final stabilization,
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 60 $840.00
Seeding and Blankets(steeper than 2:1 slope) qty AC $ 15,783.00 0.00 $0.00
Spray on Mulch Blanket y AC $ 3,294.00 1.00 $3,294.00
Str.Backfill(Class 1) CY $ 34.00 0 $0.00
Sir.Backfill(Flow-RI) 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 {TI? SY $ 5.00 0 $0.00
Remove&Recycle Concrete �4'i?.' SY $ 6.00 0 $0.00
Rock Scaring ,r,i± HR $ 100.00 0 $0.00
Muck Excavation CY $ 20.00 160 S3,200.00
Topsoil CY $ 15.00 200 $3,000.00
$0.00
Estimated Cost Earthwork $10,334
Bases&Pavements
Length(ft) Width(ft)• Dept nt' ' Unit Unit Cost Quantity Cost
6"ABC Class 6 CY $ 33.00 0 $0.00
HMA(assume S')area greater than 500LF TN $ 81.00 0 $0.00
PCCP(assume 9",but project specific overrides) 'r':'k : SY $ 44.00 0 $0.00 _
HMA Patching-anything less than 500 LE 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 04 County Road 27.5(CR4SA Bridge)Over Bi�'Thompson River
Begin MP or GPS CoordinatesI40.3370:104.8029
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 talfrfreift SF 0 $0.00
CBC Replacement-->Dimension of CBC: kab ' R LF 0 $0.00
$0.00
$0.00
Est'd Cost Str Replace $0
Structures:Repair/Rehabilitation Dep"kh{(i0
Bridge&Major CBC(>20'span) Length(ft) . ,,Width(ft) Depth(ft) Unit Unit Cost /1 Quantity Cost
HMA Patching Bridge Deck 'Fbb"u' TN $ 149.00 0 $0.00
HMA Pave Bridge Deck r%4r u 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 Slier , 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) t� CY $ 107.00 0 $0.00
Bridge Drains 44.:favAffirblipt 4Yjda's4 r l eta EA ii $ 3,943.00 0 $0.00
Concrete Class D CY $ 564.00 0 $0.00
Reinforcing Steel anEttt S_s 't `x'.,a1,:'kjY9V/; LB $ 1.00 0 $0.00
Structural Embankment CY $ 14.00 0 $0.00
RIP RAP CY $ 111.00 1,000 $111,000.00
$0.00
$0.00
$0.00
Est'd Cost Bridge Repair $111,000
Walls
Length(ft) Width(ft) Depth(ft) Unit Unit Cost Quantity Cost
Wing Walls an ft tfrit4z'7r SF $ 47.00 0 $0.00
MSE Walls z'P",52fn : SF $ 30.00 0 $0.00
Retaining Walls A4k)S$itb*Ts: 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) r 5. 4.^wAtA LB $ 1.00 0 $0.00
$0.00
Estimated Cost Walls $0
Drainage rr <: d
L'ength(ft) Width(ft) Depth(fit) Unit Unit Cast Quantity Cost
36"CMP r '''-C ..--s` ' LF $ 96.00 0 $0.00
Pipe '7:4„3r4.7 LF 0 $0.00
36"CMP FES t> '. EA $ 1,021.00 0 $0.00
FES h €1�_
' EA 0 $0.00
Other Items $0.00
Estimated Cost Drainage ii$0
Misc items
Length(ft) Width(ft) Depth((t) Unit Unit/Cost Quantity ' Cost
Detour Pavement(Place&Remove) '''ry'a.:".*rrt r SY $ 42.00 0 $0.00
Guardrail--->Type: LF $ 19.00 0 $0.00
Tensioned Cable BarrierPc—s*`.:•-t LF $ 13.00 0 $0.00
Median Cover sar „t SF $ 7.00 0 $0.00
Curb&Gutter fig e+ „+ r.,.,,.g3,y LF $ 19.00 0 $0.00
Sidewalk Milan SY $ 44.00 0 $0.00
Bike Path *44,i "y SY $ 44.00 0 $0.00
Traffic Signals Nx'MJ"k EA 0 $0.00
Wire Fence •Virtt-2.4.'...44 LF $ 2.00 0 $0.00
Removal Culvert •4074q$x'ft(E '7 EA $ 1,503.00 0 $0.00
Remove Guardrail LF $ 3.00 0 $0.00
Removal Curb&Gutter ,_t 'fits r3'0'+ ^ 4,2 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(Potholing Only) HR $ 150.00 5 $750.00
ITS $0.00
Irrigation $0.00
Estimated Cost Misc ' `. $750
(Total Major Items $122,084
3/5
•
Permanent Repair Project Cost Estimate
Project Location: Initials RMS
Name of Road Weld County Site 04 County Road 27.5(CR48A Bridge)Over Bi Thompson River I
Begin MP or GPS CoordinatesI40.3370.-104.8029
End MP
County Weld
A:Total of Major Items excpet Debris Removal $122,084'S
B=General Construction Items Major Item Cost
B-1 Erosion Control 10% ofA S 17 208.40
B-2 Mobilization 6 6% of A S 8 057.54
B-3 Signing 8.Striping 4.4% of A 5 5.371.70
B-4 Traffic Control 7.1% of A 5 8 667.96
B-5 Public Information (1 5% of A S 610 47
B-6 Construction Survey 2 0% of A 5 2.441.68
B-7 TOTAL OF B S 37.357.70
B. TOTAL OF A+B I$ 159,441.70
C-1 Dewatering/Soil Stabilization 5.0%
C-2 Not Used ( of B S 7.972.09
C-3 Winter Work Issues 1 0.0% of B 5 -
C-4 TOTAL OF C S 7.9721)9
C. TOTAL OF A+B+C I$ 167,413.79
D. Right of Way Enter actual cost--> S 7.000 no
E. Minor Contract Revisions I 15.0% I of C 5 25 112 07
F. TOTAL OF A+B+C+E IS 192,525.86
G-1 Design Engineering 15.0% of F+D _S 79 178.88
G-2 Construction Engineering 10.0% of C+E
5 19.252 59
0.n/
G-3 Indirects o of D+F+G-1+G-2 S
G. TOTAL OF A+B+C+D+E+F+G
IS 242,957.32
F. TOTAL PROJECT COST LINE G I$ 242,957.32
-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(CDOT Representative)
Doug Daugherty(FHWA)
Wayne Howard(Weld County)
4/5
Permanent Work Cost Estimate
EM-B R27.5/48A 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 60 $8.00 $480.00
203 Muck Excavation CY 100 $15.00 $1,500.00
203 Embankment(CIP)(R=20) CY 60 $15.00 $900.00
203 Utility Potholing HR 5 $150.00 $750.00
207 Topsoil(Import) CY 200 $10.00 $2,000.00
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 1 $2,500.00 $2,500.00
506 Riprap(12") CY 1000 $75.00 $75,000.00
620 Sanitary Facility EA 1 $1,000.00 $1,000.00
625 Construction Surveying LS I $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 I $20,000.00 $20,000.00
700 F/A Dewatering FA 1 $20,000.00 $20,000.00
SUBTOTAL $161,080.00 i
Eng Construction Admin.-County(5%) LS 1 $8,054.00 $8,054.00
Eng Design&Inspection-Consultant(20%) LS 1 $32,216.00 $32,216.00
ROW Temporary Construction Easements LS 4 _ $500.00 $2,000.00
TOTAL $203,350.00
Sheet of
Report Number:
u.s.Department of DETAILED DAMAGE INSPECTION REPORT 20052_Weld_County_04A-ER
Transportation
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 04 Federal-aid Route Number:
County Road 27.5 (CR48A Bridge) Over Big Thompson River 02750
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 the roadway,scouring the embankments and shoulders, Work Order Number:
and washed shoulder pavement north of the bridge.Emergency repairs are necessary for embankments,shoulders,and
roadway 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) $ 39,748.38
Deduction-Debris Removal $ (2,685.30)
Deduction -(Pavement) PR Item $ (5,218.11)
Construction Estimate Subtotal $ 31,844.97
Right-of-Way $ -
Preliminary Engineering $ -
Construction Engineering $ -
Indirects $ -
Method
Estimated Project Total $ 31,844.97
D Local Forces ❑ State Forces El Contract
Environmental Assessment Recommendation Prepared By: Date:
CI 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.
Concurrence Loc I Agenc( (Prim Name):e Local Agency(Signature): �� Date:
CO Yes ❑ No Li ( �+S, i1_ , ./i -2_,
, ,A6 1.2"fy
FHWA USE ONLY Form FHWA-1547
FEMA Eligible: ❑ Yes O No CDOT 11.5.2013
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