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RT H E over BRUSHY CR

Map

Coordinates:
+39.03360, -93.09576
39°02'01" N, 93°05'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT H E over BRUSHY CR
Structure number:8578
Old structure number:S 67R 1 (from 1992 edition)
Location:S 10 T 49 N R 20 W
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:9.8 ft. [3.0 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:20.0 ft. [6.1 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:20°
Owner:State Highway Agency [01]
Year built:1930
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:Not applicable [N]

Latest Available Inspection: December 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:684 [as of 2016]
Truck traffic:11% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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]
Culvert condition:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:68.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$255,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
December 2017Fair5 out of 1068468.0
December 2015Fair5 out of 1067268.0
December 2013Fair5 out of 1067268.0
December 2011Fair5 out of 1063646.6
September 2010Fair5 out of 1066246.5
October 2008Fair5 out of 1068446.4
September 2006Fair5 out of 1061246.7
December 2004Fair5 out of 1067046.4
October 2002Fair5 out of 1078245.9
January 2001Fair5 out of 1077446.0
December 1998Fair5 out of 1075146.1
October 1996Fair5 out of 1075246.1
November 1994Fair5 out of 1051047.2
September 1992Fair5 out of 1050158.1
October 1990Fair5 out of 1047235.1