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HICKORY GR. CH. RD over BEAR BRANCH

Map

Coordinates:
+31.29333, -89.01333
31°17'36" N, 89°00'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HICKORY GR. CH. RD over BEAR BRANCH
Structure number:SA5600000000090
Location:SEC 20 T 4N R10W
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.6 ft. [7.5 m]
Owner:County Highway Agency [02]
Year built:1990
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:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:220 [as of 2014]
Truck traffic:8% 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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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 assessed or calculated scour condition. [5]
Sufficiency rating:88.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018GoodGoodGoodGood22088.4
January 2016GoodGoodGoodGood22088.4
January 2014GoodGoodGoodGood22087.4
January 2012GoodGoodGoodGood22080.2
January 2010GoodGoodGoodGood22066.8
February 2008GoodGoodGoodGood22066.8
December 2005GoodGoodGoodGood22066.8
February 2004GoodGoodVery GoodVery Good22067.8
January 2002GoodVery GoodVery GoodVery Good22067.8
November 1999GoodVery GoodVery GoodVery Good20069.8
January 1998GoodVery GoodVery GoodVery Good20067.8
December 1995GoodExcellentExcellentExcellent20067.8