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243 ST over CAMP CR

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+38.67300, -94.21510
38°40'23" N, 94°12'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:243 ST over CAMP CR
Structure number:23383
Old structure number:4070004 019 (from 1992 edition)
Location:S 26 T 45 N R 30 W
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:67.9 ft. [20.7 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:13.8 ft. [4.2 m]
Deck width edge-to-edge:13.8 ft. [4.2 m]
Owner:County Highway Agency [02]
Year reconstructed:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 9 / H 10 [1]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Gravel [8]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:45 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:23.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$316,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017PoorSatisfactorySeriousSatisfactory4523.9
April 2015PoorSatisfactorySeriousSatisfactory4523.9
September 2013PoorSatisfactorySeriousSatisfactory4523.9
April 2011PoorGoodSeriousSatisfactory4524.9
April 2009PoorGoodSeriousSatisfactory4524.9
May 2007PoorGoodSeriousSatisfactory4524.9
July 2005PoorGoodSeriousSatisfactory4524.9
June 2004FairGoodFairSatisfactory4528.8
July 2001FairGoodFairSatisfactory4528.8
May 1999FairGoodFairSatisfactory4528.8
February 1991FairGoodFairSatisfactory3525.8