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SPRUCE STREET over SO. FORK COQUILLE RIVER

Map

Coordinates:
+43.06577, -124.14751
43°03'57" N, 124°08'51" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SPRUCE STREET over SO. FORK COQUILLE RIVER
Structure number:18136 000 01304
Location:130 MI S FAS 825 JCT
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:220.2 ft. [67.1 m]
Total length:538.1 ft. [164.0 m]
Roadway width between curbs:31.5 ft. [9.6 m]
Deck width edge-to-edge:45.9 ft. [14.0 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,488 [as of 2010]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:64.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2016GoodGoodGoodGood248864.1
September 2014GoodGoodVery GoodGood248887.0
August 2012GoodGoodVery GoodGood248887.0
September 2010GoodGoodVery GoodGood248887.0
October 2008FairGoodVery GoodSatisfactory248889.0
July 2006FairGoodVery GoodSatisfactory239189.1
October 2004FairGoodVery GoodSatisfactory239189.1
October 2002FairGoodVery GoodSatisfactory225489.3
July 2000FairGoodVery GoodSatisfactory221069.8
July 1998GoodVery GoodVery GoodVery Good221069.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.4644451900
Prestressed Concrete Girder/Beamlinear ft.2,5322,5072500
Deck
Reinforced Concrete Decksq. ft.20,86220,25860400
Reinforced Concrete Top Flangesq. ft.5,3365,336000
Substructure
Reinforced Concrete Columneach33000
Reinforced Concrete Pier Walllinear ft.4646000
Reinforced Concrete Abutmentlinear ft.1521402100
Reinforced Concrete Pier Caplinear ft.4639610
Joints
Assembly with Sealeach9209200
Bearings
Elastomeric Bearingeach2424000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.1,07677630000