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RTE 39 over WALNUT CREEK

Map

Coordinates:
+42.46824, -79.18054
42°28'06" N, 79°10'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 39 over WALNUT CREEK
Structure number:000000001024420
Location:0.2MI W JCT RTS 39 & 428
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:60.7 ft. [18.5 m]
Total length:64.0 ft. [19.5 m]
Roadway width between curbs:37.4 ft. [11.4 m]
Deck width edge-to-edge:51.5 ft. [15.7 m]
Owner:State Highway Agency [01]
Year built:2002
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,230 [as of 2013]
Truck traffic:8% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:91.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$601,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016GoodExcellentExcellentVery Good323091.9
May 2014GoodExcellentExcellentExcellent325091.9
April 2012GoodExcellentExcellentExcellent310092.1
May 2010GoodExcellentExcellentExcellent305992.1
July 2008GoodExcellentExcellentExcellent305992.1
June 2006GoodVery GoodExcellentExcellent322292.0
June 2004GoodVery GoodExcellentExcellent303492.1
November 2002GoodExcellentExcellentExcellent303464.2
May 2000PoorPoorPoorPoor303426.5
June 1998PoorPoorPoorPoor350125.0
June 1996PoorPoorPoorPoor308725.0
June 1994PoorPoorPoorPoor308721.9
July 1992PoorPoorPoorPoor201633.9
April 1990PoorPoorPoorPoor317421.6

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.832832000
Deck
Prestressed Concrete Top Flangesq. ft.3,2323,232000
Wearing Surfacessq. ft.2,37402,1991750
Substructure
Reinforced Concrete Abutmentlinear ft.212212000
Bearings
Elastomeric Bearingeach2626000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.128128000
Steel Protective Coatingsq. ft.1,0761,076000