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RT D S over THREE RVR CR

Map

Coordinates:
+37.86048, -90.42340
37°51'38" N, 90°25'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT D S over THREE RVR CR
Structure number:9001
Location:S 1 T 36 N R 5 E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:29.2 ft. [8.9 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1936
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:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,440 [as of 2016]
Truck traffic:11% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:68.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$255,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Good7 out of 10344068.7
February 2015Good7 out of 10335846.9
March 2013Good7 out of 10341846.7
September 2010Good7 out of 10371045.6
November 2008Good7 out of 10381245.2
October 2006Good7 out of 10326447.3
October 2004Good7 out of 10279449.0
December 2002Good7 out of 10306648.0
December 2001Good7 out of 10308247.9