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IOWA AVENUE over LOWER PAYETTE CANAL

Map

Coordinates:
+44.09500, -116.91333
44°05'42" N, 116°54'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:IOWA AVENUE over LOWER PAYETTE CANAL
Structure number:000000000028405
Location:1.5 N. 1.1 E. PAYETTE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:21.0 ft. [6.4 m]
Total length:21.0 ft. [6.4 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:30.5 ft. [9.3 m]
Skew angle:23°
Owner:County Highway Agency [02]
Year built:1940
Historic significance:Bridge is possibly eligible for the National Register of Historic Places [3]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:150 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
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:79.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$284,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairFairFairFair15079.8
November 2015FairFairFairFair15079.8
November 2013FairFairFairFair15079.8
November 2011FairFairFairFair15079.8
November 2009FairFairFairFair15079.8
November 2008FairFairFairFair15079.8
November 2007PoorFairFairPoor15063.8
November 2006PoorFairFairPoor15063.8
November 2005PoorFairFairPoor15063.8
November 2004PoorFairFairPoor15063.8
November 2003PoorFairFairPoor15063.8
November 2002PoorSatisfactorySatisfactoryPoor15064.8
November 2000PoorSatisfactorySatisfactoryPoor15064.8
November 1999PoorSatisfactorySatisfactoryPoor15064.8
November 1998PoorSatisfactorySatisfactoryPoor15064.8
November 1997PoorSatisfactorySatisfactoryPoor15064.8
November 1996PoorSatisfactorySatisfactoryPoor15064.8
November 1995PoorSatisfactorySatisfactoryPoor15063.8
November 1994PoorSatisfactorySatisfactoryPoor15063.8
November 1993PoorSatisfactorySatisfactoryPoor15063.8
November 1992FairSatisfactorySatisfactorySatisfactory15090.8
November 1991FairFairFairFair15078.8

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Abutmentlinear ft.91045460
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.75055200
Deck
Reinforced Concrete Slabsq. ft.8853302652900
Wearing Surfacessq. ft.809809000