Share:

WOODBINE ST over HARDY CREEK

Map 

Coordinates:
+32.25999, -90.22934
32°15'36" N, 90°13'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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]
Operating rating:68.8 tons [62.5 metric tons]
Inventory rating:41.4 tons [37.6 metric tons]
Sufficiency rating:91.4

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201791.4GoodVery GoodVery GoodVery Good-1300
February 201591.4GoodVery GoodVery GoodVery Good-1300
February 201391.4GoodVery GoodVery GoodVery Good-1300
February 201191.4GoodVery GoodVery GoodVery Good-1300
February 201091.4GoodExcellentExcellentExcellent-1300
November 200791.4GoodExcellentExcellentExcellent-1300
December 200591.4GoodExcellentExcellentExcellent-1300
January 200591.4GoodExcellentExcellentExcellent-1300
February 200411.8PoorFairFairImminent FailureSD1300
January 200211.8PoorFairFairCriticalSD1300
December 200012.2PoorFairFairCriticalSD1200
February 200013.4PoorFairFairCriticalSD900
February 199913.4PoorFairFairCriticalSD900
March 199813.4PoorFairFairCriticalSD900
April 199615.6PoorSatisfactoryFairCriticalSD900