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COUNTY ROAD 9 over MOSSY CAMP BRANCH

Map

Coordinates:
+31.29458, -85.58200
31°17'40" N, 85°34'55" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 9 over MOSSY CAMP BRANCH
Structure number:012964
Old structure number:0000000923104Z0 (from 1992 edition)
Location:SEC-30 T-4-N R-25-E
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:34.1 ft. [10.4 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:29.9 ft. [9.1 m]
Owner:County Highway Agency [02]
Year built:1983
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:4
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:491 [as of 2000]
Truck traffic:20% 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: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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:97.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,120,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2017GoodGoodGoodGood49197.8
February 2017GoodGoodGoodGood49197.8
February 2015GoodGoodGoodGood49197.8
February 2014GoodGoodGoodGood49197.8
February 2013GoodGoodGoodGood49197.8
February 2012GoodGoodGoodGood49197.8
February 2011GoodVery GoodVery GoodVery Good49195.8
February 2009GoodVery GoodVery GoodVery Good49195.8
February 2007GoodVery GoodVery GoodVery Good40096.8
February 2005GoodVery GoodVery GoodVery Good40096.8
November 2003GoodVery GoodVery GoodVery Good40093.8
November 2001GoodExcellentExcellentVery Good19093.9
November 1999GoodExcellentExcellentVery Good19097.9
November 1997GoodExcellentExcellentVery Good19097.9
January 1996GoodExcellentExcellentVery Good19097.9
January 1995GoodExcellentExcellentVery Good19097.9
January 1993GoodExcellentExcellentVery Good19099.9
November 1990GoodExcellentExcellentVery Good19099.9