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RT P S over LINDLEY CR

Map

Coordinates:
+37.71976, -93.22970
37°43'11" N, 93°13'47" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT P S over LINDLEY CR
Structure number:3563
Old structure number:A4358 1 (from 1992 edition)
Location:S 4 T 34 N R 21 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:69.9 ft. [21.3 m]
Total length:179.1 ft. [54.6 m]
Roadway width between curbs:26.9 ft. [8.2 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Skew angle:30°
Owner:State Highway Agency [01]
Year built:1985
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:Prestressed concrete continuous [6]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:134 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
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:96.8

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodSatisfactoryGood13496.8
November 2015FairGoodSatisfactoryGood13096.8
November 2013FairGoodSatisfactoryGood12896.8
November 2011FairGoodSatisfactoryGood13696.8
November 2009FairGoodSatisfactoryGood14696.8
November 2007FairGoodSatisfactoryGood15296.8
November 2005FairGoodSatisfactoryGood18096.7
November 2003FairGoodSatisfactoryGood18296.7
November 2001FairSatisfactorySatisfactoryGood19896.7
November 2000FairSatisfactorySatisfactoryGood19896.7
November 1999FairSatisfactorySatisfactoryGood19296.7
October 1998FairSatisfactorySatisfactoryGood19296.7
November 1997FairSatisfactorySatisfactoryGood19296.7
January 1996GoodGoodGoodExcellent15796.8
December 1994GoodGoodGoodExcellent14396.8
November 1993GoodGoodGoodExcellent14196.8
December 1992GoodVery GoodGoodExcellent14196.8
December 1991GoodVery GoodGoodExcellent13396.8