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RTE 96 over ALLEN CREEK

Map

Coordinates:
+43.12704, -77.52788
43°07'37" N, 77°31'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 96 over ALLEN CREEK
Structure number:000000001035220
Location:1.0MI SE JCT RTS 96 + 441
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:39.7 ft. [12.1 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:68.9 ft. [21.0 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1932
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,468 [as of 2016]
Truck traffic:1% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:65.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,404,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
May 2017Fair6 out of 101346865.0
June 2015Fair6 out of 101551064.6
May 2013Good7 out of 101551069.4
May 2011Good7 out of 101550069.4
April 2009GoodN out of 101551069.4
April 2007GoodN out of 101551069.4
April 2005GoodN out of 101624969.3
May 2003GoodN out of 10983770.6
June 2001FairN out of 10983757.1
May 1999FairN out of 101043770.5
May 1997FairN out of 10990459.2
July 1995PoorN out of 101042741.1
August 1993PoorN out of 101042741.1
July 1991PoorN out of 10935747.8

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Archlinear ft.4003460
Substructure
Reinforced Concrete Pile Cap/Footinglinear ft.144137700
Bridge Rail
Masonry Bridge Raillinear ft.8484000