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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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201682.9Not deficientVery GoodVery GoodVery Good820
February 201482.9Not deficientVery GoodVery GoodVery Good820
February 201282.9Not deficientVery GoodVery GoodVery Good820
February 201082.9Not deficientVery GoodVery GoodVery Good820
November 200780.7Not deficientVery GoodVery GoodVery Good2400
November 200580.7Not deficientVery GoodVery GoodVery Good2400
February 200479.7Not deficientVery GoodVery GoodVery Good2400
February 200279.7Not deficientVery GoodVery GoodVery Good2400
December 200080.7Not deficientVery GoodVery GoodVery Good2250
February 200027.3Structurally deficientFairFairSatisfactory2250
February 199927.3Structurally deficientFairFairSatisfactory2250
March 199828.4Structurally deficientSatisfactoryFairSatisfactory2250
April 199642.7Structurally deficientSatisfactoryGoodGood2250