+36.17703, -95.74277
36°10'37" N, 95°44'34" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E0580 (PINE ST.) over SPUNKY CREEK
Structure number:192100000000000
Old structure number:66E0580N4080003 (from 1992 edition)
Location:0.2 MI W OF TURNPIKE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:99.1 ft. [30.2 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1976
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:500 [as of 2016]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:85.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$513,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017FairGoodVery GoodFair50085.8
July 2015FairGoodVery GoodFair50085.8
July 2013FairGoodVery GoodFair50085.9
July 2011FairGoodVery GoodFair50085.9
October 2009FairGoodVery GoodFair50086.9
June 2005GoodGoodVery GoodGood50097.9
February 2001GoodGoodVery GoodGood50097.9
June 1996GoodGoodGoodGood50097.9
February 1994GoodGoodGoodGood50095.9
March 1992GoodGoodGoodGood10096.0