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RT HH S over INGALLS CR

Map

Coordinates:
+37.78786, -93.24332
37°47'16" N, 93°14'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT HH S over INGALLS CR
Structure number:7843
Old structure number:P 720 1 (from 1992 edition)
Location:S 15 T 35 N R 21 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:37.4 ft. [11.4 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1954
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:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:270 [as of 2016]
Truck traffic:11% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection has failed. River control devices have been destroyed. Stream bed aggradation, degradation or lateral movement has changed the channel to now threaten the bridge and/or approach roadway. [3]
Culvert condition:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:29.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$375,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
November 2017Poor3 out of 1027029.0
November 2015Poor4 out of 1026647.5
December 2013Poor4 out of 1026033.8
November 2011Fair5 out of 1026849.7
November 2009Fair5 out of 1029249.5
November 2007Fair5 out of 1032649.4
November 2005Fair5 out of 1035449.2
November 2003Good7 out of 1036256.6
November 2001FairN out of 1029448.6
November 2000FairN out of 1029548.6
November 1999FairN out of 1028648.6
October 1998FairN out of 1028648.6
November 1997FairN out of 1028656.8
January 1996FairN out of 1023850.9
October 1993Poor4 out of 1021936.3
December 1991Good7 out of 1020649.4