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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 2015 

Status:Open, no restriction [A]
Average daily traffic:1,300 [as of 2013]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201591.4Not deficientVery GoodVery GoodVery Good1300
February 201391.4Not deficientVery GoodVery GoodVery Good1300
February 201191.4Not deficientVery GoodVery GoodVery Good1300
February 201091.4Not deficientExcellentExcellentExcellent1300
November 200791.4Not deficientExcellentExcellentExcellent1300
December 200591.4Not deficientExcellentExcellentExcellent1300
January 200591.4Not deficientExcellentExcellentExcellent1300
February 200411.8Structurally deficientFairFairImminent Failure1300
January 200211.8Structurally deficientFairFairCritical1300
December 200012.2Structurally deficientFairFairCritical1200
February 200013.4Structurally deficientFairFairCritical900
February 199913.4Structurally deficientFairFairCritical900
March 199813.4Structurally deficientFairFairCritical900
April 199615.6Structurally deficientSatisfactoryFairCritical900