RS 808 over SALT CREEK


+37.27708, -96.02075
37°16'37" N, 96°01'15" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RS 808 over SALT CREEK
Structure number:000000000100340
Location:2.0E 3.0N OF HALE
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:60.0 ft. [18.3 m]
Total length:151.9 ft. [46.3 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:30°
Owner:County Highway Agency [02]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:145 [as of 2013]
Truck traffic:1% 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: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: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 assessed or calculated scour condition. [5]
Sufficiency rating:93.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018GoodGoodGoodGood14593.9
August 2015GoodVery GoodGoodGood14593.9
August 2013GoodVery GoodGoodGood4594.9
November 2011GoodVery GoodGoodGood4594.9
May 2009GoodVery GoodVery GoodVery Good4594.9
May 2007GoodVery GoodVery GoodVery Good4594.9
July 2005GoodVery GoodVery GoodVery Good4594.9
July 2003GoodVery GoodVery GoodVery Good4594.9
April 2001GoodVery GoodVery GoodVery Good4594.9
February 1999GoodVery GoodVery GoodVery Good4594.9
January 1997GoodVery GoodVery GoodVery Good4594.9
February 1995GoodVery GoodVery GoodVery Good4594.9
January 1993GoodVery GoodVery GoodVery Good4594.9
February 1991GoodVery GoodVery GoodVery Good4594.9