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COUNTY ROAD 563 over WILLIAM CREEK

Map

Coordinates:
+31.27294, -85.56465
31°16'23" N, 85°33'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY ROAD 563 over WILLIAM CREEK
Structure number:006644
Old structure number:0000006323006Z0 (from 1992 edition)
Location:SEC-32 T-4-N R-25-E
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:9.8 ft. [3.0 m]
Total length:42.0 ft. [12.8 m]
Owner:County Highway Agency [02]
Year built:1959
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:110 [as of 2006]
Truck traffic:4% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:93.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$496,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2017Fair6 out of 1011093.1
February 2015Fair6 out of 1011093.1
February 2013Fair6 out of 1011093.1
February 2011Fair6 out of 1011093.1
February 2009Fair6 out of 1011093.1
February 2007Fair6 out of 1012579.5
February 2005Good7 out of 1012579.5
February 2003Good7 out of 1012575.5
November 2001Good7 out of 1012575.4
October 1999Good7 out of 1012579.6
October 1997Good7 out of 1012579.6
January 1996Good7 out of 1012579.4
January 1995Good7 out of 1012579.4
January 1993Good7 out of 1012576.4
November 1990Good7 out of 1012583.5