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4 MI N WILLIAMS over OHATCHEE CREEK

Map

Coordinates:
+33.93240, -85.82010
33°55'57" N, 85°49'12" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:4 MI N WILLIAMS over OHATCHEE CREEK
Structure number:010708
Old structure number:0000000008084Z0 (from 1992 edition)
Location:LANDERS RD.
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:41.0 ft. [12.5 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:13.1 ft. [4.0 m]
Deck width edge-to-edge:14.4 ft. [4.4 m]
Owner:County Highway Agency [02]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Wood or Timber [8]
Wearing surface:Wood or Timber [7]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Posted for load [P]
Average daily traffic:45 [as of 1993]
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:71.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$204,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodGoodGoodGood4571.0
July 2015GoodGoodGoodGood4571.0
July 2014GoodGoodGoodGood4571.0
July 2013GoodGoodGoodGood4571.0
July 2012GoodGoodGoodGood4571.0
July 2011GoodGoodGoodGood4571.0
December 2010GoodGoodGoodGood4571.0
July 2009GoodGoodGoodGood4571.0
June 2007GoodVery GoodVery GoodGood4571.0
June 2005GoodVery GoodVery GoodGood4571.0
March 2003GoodVery GoodVery GoodGood4571.0
March 2001GoodVery GoodVery GoodGood4571.0
February 1999GoodVery GoodVery GoodGood4571.0
December 1996FairSatisfactoryGoodGood4533.6
February 1995GoodGoodGoodGood4533.6
February 1993GoodGoodGoodGood4533.6
February 1992GoodGoodGoodGood4031.9