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CO.RD.8 over LITTLE-MULLBERRY CREEK

Map

Coordinates:
+32.58253, -86.77767
32°34'57" N, 86°46'40" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO.RD.8 over LITTLE-MULLBERRY CREEK
Structure number:013242
Old structure number:0000000801013X0 (from 1992 edition)
Location:EVER GREEN-DAWSON MILL
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:102.0 ft. [31.1 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:26.6 ft. [8.1 m]
Owner:County Highway Agency [02]
Year built:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:125 [as of 1988]
Truck traffic:5% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:94.4
Estimated cost of work:$777,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016GoodGoodGoodGood12594.4
November 2014GoodGoodGoodGood12594.4
November 2012GoodGoodGoodGood12594.4
November 2010GoodGoodGoodGood12594.4
November 2008GoodGoodGoodGood12594.4
December 2006GoodGoodGoodGood12594.4
December 2004GoodGoodVery GoodGood12590.4
October 2002GoodGoodVery GoodGood12590.4
November 2000GoodVery GoodVery GoodGood12590.4
October 1998GoodVery GoodVery GoodGood12590.4
November 1996GoodVery GoodVery GoodGood12594.4
February 1995GoodVery GoodVery GoodGood12593.9
September 1992GoodVery GoodVery GoodVery Good12593.9
September 1990GoodVery GoodVery GoodVery Good12593.9