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TOOLE AVE over TRIB TOWN CREEK

Map 

Coordinates:
+32.33097, -90.20044
32°19'51" N, 90°12'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TOOLE AVE over TRIB TOWN CREEK
Structure number:SA2500000000242
Location:SEC 28 T 6N R 1E
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:38.1 ft. [11.6 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:29.5 ft. [9.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:2000
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:2
Main spans material:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:820 [as of 2014]
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:Meets minimum tolerable limits to be left in place as is [4]
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:77.0 tons [70.0 metric tons]
Inventory rating:46.0 tons [41.8 metric tons]
Sufficiency rating:82.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201682.9GoodVery GoodVery GoodVery Good-820
February 201482.9GoodVery GoodVery GoodVery Good-820
February 201282.9GoodVery GoodVery GoodVery Good-820
February 201082.9GoodVery GoodVery GoodVery Good-820
November 200780.7GoodVery GoodVery GoodVery Good-2400
November 200580.7GoodVery GoodVery GoodVery Good-2400
February 200479.7GoodVery GoodVery GoodVery Good-2400
February 200279.7GoodVery GoodVery GoodVery Good-2400
December 200080.7GoodVery GoodVery GoodVery Good-2250
February 200027.3FairFairFairSatisfactorySD2250
February 199927.3FairFairFairSatisfactorySD2250
March 199828.4FairSatisfactoryFairSatisfactorySD2250
April 199642.7FairSatisfactoryGoodGoodSD2250