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RT A E over DRY CRANE CR

Map

Coordinates:
+36.93832, -93.43480
36°56'18" N, 93°26'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT A E over DRY CRANE CR
Structure number:1509
Old structure number:A1818 1 (from 1992 edition)
Location:S 22 T 26 N R 23 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:49.2 ft. [15.0 m]
Total length:129.9 ft. [39.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:28.5 ft. [8.7 m]
Skew angle:29°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:862 [as of 2018]
Truck traffic:11% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 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]
Sufficiency rating:61.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2018FairFairSatisfactorySatisfactory86261.3
June 2016FairFairSatisfactorySatisfactory36469.7
June 2014FairFairSatisfactorySatisfactory39469.7
October 2012FairFairGoodSatisfactory39069.7
January 2011FairGoodGoodSatisfactory35470.5
December 2008FairGoodGoodSatisfactory36670.5
November 2006FairGoodGoodSatisfactory43470.4
November 2004FairGoodGoodSatisfactory42870.4
January 2003FairGoodGoodSatisfactory43670.4
November 2001FairGoodGoodSatisfactory41070.2
January 2001FairGoodGoodSatisfactory43170.4
December 1999FairGoodGoodSatisfactory41870.4
November 1998FairGoodGoodSatisfactory41870.4
December 1997FairGoodGoodSatisfactory41870.4
November 1995GoodVery GoodGoodGood39371.4
December 1994GoodVery GoodGoodGood37671.0
December 1993GoodVery GoodGoodGood37071.0
October 1992GoodVery GoodVery GoodGood37071.0
October 1991GoodVery GoodVery GoodGood34671.0