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RT B S over GRABLE CR

Bollinger County, Missouri

Map

Coordinates:
+37.42257, -89.90838
37°25'21" N, 89°54'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RT B S over GRABLE CR
Structure number:9244
Old structure number:T 665 1 (from 1992 edition)
Location:S 26 T 32 N R 10 E
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:12.1 ft. [3.7 m]
Total length:25.6 ft. [7.8 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1949
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: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:485 [as of 2017]
Truck traffic:12% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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 protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:67.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$255,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
January 2018Fair6 out of 1048567.8
January 2016Fair6 out of 1038670.2
January 2014Fair6 out of 1047267.9
January 2012Fair6 out of 1048453.8
February 2010Fair6 out of 1056053.5
January 2008Fair6 out of 1060253.3
January 2006Fair6 out of 1059853.3
September 2003Fair6 out of 1050253.8
October 2001Fair6 out of 1058853.4
December 1999Fair6 out of 1055753.5
December 1997Fair6 out of 1055753.5
October 1995Fair6 out of 1047653.9
February 1994Fair6 out of 1044754.0
September 1991Fair6 out of 1029548.9