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SR 317 over BIG WALNUT CREEK

Map

Coordinates:
+39.99722, -82.86833
39°59'50" N, 82°52'06" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 317 over BIG WALNUT CREEK
Structure number:2516632
Location:0.53 MI N OF 5TH AVE.
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:63.0 ft. [19.2 m]
Total length:240.8 ft. [73.4 m]
Roadway width between curbs:91.9 ft. [28.0 m]
Deck width edge-to-edge:94.2 ft. [28.7 m]
Skew angle:27°
Owner:State Highway Agency [01]
Year built:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:27,684 [as of 2015]
Truck traffic:8% 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:Better than present minimum criteria [7]
Deck geometry 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 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 the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.1

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201696.1GoodGoodGoodGood-27684
November 201596.6GoodGoodGoodGood-23900
October 201496.6FairGoodGoodSatisfactory-23900
October 201396.6FairGoodGoodSatisfactory-23900
September 201296.6FairGoodGoodSatisfactory-23900
November 201196.6FairGoodGoodSatisfactory-23900
October 201096.9FairGoodGoodSatisfactory-22410
November 200996.9FairGoodGoodSatisfactory-22410
November 200896.9FairGoodGoodSatisfactory-22410
November 200796.9FairGoodGoodSatisfactory-22410
July 200696.0FairGoodGoodSatisfactory-28200
November 200596.0GoodVery GoodVery GoodGood-28200
October 200496.0GoodGoodVery GoodGood-28200
November 200295.5GoodVery GoodVery GoodVery Good-32350
June 200095.5GoodGoodVery GoodGood-32350
October 199895.5GoodGoodVery GoodGood-32350
July 199696.9GoodGoodVery GoodGood-21850
December 199596.7GoodGoodVery GoodGood-21850
November 199496.7FairSatisfactoryVery GoodSatisfactory-21850
September 199396.7FairSatisfactoryVery GoodSatisfactory-21850
August 199296.7FairSatisfactoryVery GoodSatisfactory-21850
August 199196.7FairSatisfactoryVery GoodSatisfactory-21850

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.4,5764,576000
Deck
Reinforced Concrete Decksq. ft.22,63921,5951,04400
Wearing Surfacessq. ft.22,15710,05710,0002,1000
Substructure
Reinforced Concrete Pier Walllinear ft.317317000
Reinforced Concrete Abutmentlinear ft.211201460
Joints
Assembly without Seal Jointlinear ft.1881642400
Bearings
Movable Bearingeach95570380
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.48224224000