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COUNTY HIGHWAY over INDIAN BRANCH

Map

Coordinates:
+31.04535, -87.22922
31°02'43" N, 87°13'45" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COUNTY HIGHWAY over INDIAN BRANCH
Structure number:008763
Old structure number:0000003327071Z0 (from 1992 edition)
Location:1 MI S OSAKA
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:16.1 ft. [4.9 m]
Total length:46.9 ft. [14.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:23.3 ft. [7.1 m]
Owner:County Highway Agency [02]
Year built:1965
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:3
Main spans material:Wood or timber [7]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:390 [as of 1988]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 is scour critical; bridge foundations determined to be unstable. [3]
Sufficiency rating:48.2
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$365,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2017FairSatisfactorySatisfactorySatisfactory39048.2
December 2014FairSatisfactorySatisfactorySatisfactory39048.2
December 2013FairSatisfactorySatisfactorySatisfactory39048.2
December 2012FairSatisfactorySatisfactorySatisfactory39048.2
January 2012FairSatisfactorySatisfactorySatisfactory39048.2
November 2010FairSatisfactorySatisfactorySatisfactory39048.2
January 2009FairSatisfactorySatisfactorySatisfactory39048.2
December 2006FairSatisfactorySatisfactorySatisfactory39049.2
January 2005FairSatisfactorySatisfactorySatisfactory39049.2
December 2002FairSatisfactorySatisfactorySatisfactory39045.1
November 2000FairSatisfactorySatisfactorySatisfactory39045.1
December 1998FairSatisfactorySatisfactorySatisfactory39050.1
January 1997FairSatisfactorySatisfactorySatisfactory39049.9
February 1995GoodGoodGoodGood39049.9
January 1993GoodVery GoodVery GoodGood39049.9
January 1991GoodVery GoodVery GoodGood39061.3