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SR 317 over BIG WALNUT CREEK

Map 

Coordinates:
+39.83278, -82.99306
39°49'58" N, 82°59'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SR 317 over BIG WALNUT CREEK
Structure number:2516217
Location:0.37 MI E OF US23
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:112.9 ft. [34.4 m]
Total length:410.5 ft. [125.1 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:43.0 ft. [13.1 m]
Owner:State Highway Agency [01]
Year built:1988
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:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: November 2015 

Status:Open, no restriction [A]
Average daily traffic:8,040 [as of 2010]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 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:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:35.6 tons [32.4 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:96.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201596.0Not deficientVery GoodVery GoodVery Good8040
May 201496.0Not deficientVery GoodVery GoodVery Good8040
October 201396.0Not deficientVery GoodVery GoodVery Good8040
September 201296.0Not deficientGoodVery GoodVery Good8040
November 201196.0Not deficientGoodVery GoodVery Good8040
November 201095.9Not deficientGoodVery GoodVery Good8090
November 200995.9Not deficientGoodVery GoodVery Good8090
December 200895.9Not deficientGoodVery GoodVery Good8090
November 200795.9Not deficientGoodVery GoodVery Good8090
July 200695.4Not deficientGoodVery GoodVery Good9370
November 200595.4Not deficientGoodVery GoodVery Good9370
October 200495.4Not deficientGoodVery GoodVery Good9370
November 200296.5Not deficientVery GoodVery GoodVery Good6590
June 200096.5Not deficientGoodVery GoodVery Good6590
October 199896.5Not deficientGoodVery GoodVery Good6590
June 199698.5Not deficientGoodVery GoodVery Good3880
December 199598.5Not deficientGoodVery GoodVery Good3880
November 199498.5Not deficientGoodVery GoodVery Good3880
September 199398.5Not deficientGoodVery GoodVery Good3880
August 199298.5Not deficientGoodVery GoodVery Good3880
August 199198.5Not deficientGoodVery GoodVery Good3880