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RT F S over PERCHE CREEK

Map

Coordinates:
+39.20183, -92.42363
39°12'07" N, 92°25'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT F S over PERCHE CREEK
Structure number:7649
Old structure number:P 383 1 (from 1992 edition)
Location:S 19 T 51 N R 13 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:69.9 ft. [21.3 m]
Total length:154.9 ft. [47.2 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Skew angle:38°
Owner:State Highway Agency [01]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
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: November 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:222 [as of 2016]
Truck traffic:6% of total traffic
Deck condition:Serious [3 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:37.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$874,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017PoorSeriousSatisfactoryFair22237.6
November 2015PoorSeriousSatisfactorySatisfactory18448.1
November 2013PoorSeriousSatisfactorySatisfactory18248.1
November 2012PoorPoorSatisfactorySatisfactory20247.1
November 2011PoorPoorSatisfactorySatisfactory20647.0
October 2010PoorPoorSatisfactorySatisfactory21847.9
November 2009PoorPoorSatisfactorySatisfactory22447.9
October 2007FairGoodVery GoodSatisfactory23050.9
October 2005FairGoodVery GoodSatisfactory16851.1
October 2003FairGoodVery GoodSatisfactory12551.3
October 2002FairGoodVery GoodSatisfactory25449.3
October 2001FairGoodVery GoodSatisfactory25649.3
October 2000FairGoodVery GoodSatisfactory23050.0
October 1999FairGoodVery GoodSatisfactory22340.4
November 1998FairGoodVery GoodSatisfactory22340.4
October 1997FairGoodVery GoodSatisfactory22340.4
November 1996FairGoodVery GoodSatisfactory23640.3
November 1995FairGoodGoodSatisfactory23638.8
December 1994FairGoodGoodSatisfactory22638.8
November 1993FairGoodGoodSatisfactory22238.8
December 1992FairGoodGoodSatisfactory22238.8
October 1991FairGoodGoodSatisfactory14739.2