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WOODBINE ST over HARDY CREEK

Map

Coordinates:
+32.26025, -90.22939
32°15'37" N, 90°13'46" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:WOODBINE ST over HARDY CREEK
Structure number:SA2500000000146
Location:SEC 19 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:30.8 ft. [9.4 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:2004
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
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: February 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2015]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:91.4

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2017GoodVery GoodVery GoodVery Good130091.4
February 2015GoodVery GoodVery GoodVery Good130091.4
February 2013GoodVery GoodVery GoodVery Good130091.4
February 2011GoodVery GoodVery GoodVery Good130091.4
February 2010GoodExcellentExcellentExcellent130091.4
November 2007GoodExcellentExcellentExcellent130091.4
December 2005GoodExcellentExcellentExcellent130091.4
January 2005GoodExcellentExcellentExcellent130091.4
February 2004PoorFairFairImminent Failure130011.8
January 2002PoorFairFairCritical130011.8
December 2000PoorFairFairCritical120012.2
February 2000PoorFairFairCritical90013.4
February 1999PoorFairFairCritical90013.4
March 1998PoorFairFairCritical90013.4
April 1996PoorSatisfactoryFairCritical90015.6