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CO RD 7 over PINE BARRON CREEK RELIEF

Map

Coordinates:
+31.91790, -86.95028
31°55'04" N, 86°57'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:CO RD 7 over PINE BARRON CREEK RELIEF
Structure number:005142
Old structure number:0000000766012X0 (from 1992 edition)
Location:4.0 MILES E.ON RTE 7
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:34.1 ft. [10.4 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:21.7 ft. [6.6 m]
Deck width edge-to-edge:23.6 ft. [7.2 m]
Owner:County Highway Agency [02]
Year built:1955
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:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:90 [as of 2016]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:69.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$887,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairSatisfactorySatisfactoryFair9069.9
September 2016FairSatisfactorySatisfactoryFair9069.9
September 2014FairSatisfactorySatisfactoryFair9069.9
September 2013FairSatisfactorySatisfactoryFair9065.9
September 2012FairSatisfactorySatisfactoryFair9065.9
September 2011FairSatisfactorySatisfactoryFair9069.9
September 2010FairSatisfactorySatisfactoryFair9069.9
April 2008FairSatisfactorySatisfactoryFair9069.9
August 2006FairGoodGoodSatisfactory9077.9
August 2004FairGoodGoodSatisfactory9077.9
February 2002GoodGoodGoodGood9078.2
January 1999GoodGoodGoodGood9078.2
December 1996GoodGoodGoodGood9077.9
February 1995GoodGoodGoodGood9077.9
February 1993GoodGoodGoodGood9078.9
January 1991GoodGoodGoodGood9069.9