Share:

ELM ST over TRIB TOWN CREEK

Map 

Coordinates:
+32.31658, -90.19144
32°18'60" N, 90°11'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ELM ST over TRIB TOWN CREEK
Structure number:SA2500000000263
Location:SEC 34 T 6N R 1E
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:24.0 ft. [7.3 m]
Skew angle:45°
Owner:City or Municipal Highway Agency [04]
Year built:1980
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:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2016 

Status:Open, no restriction [A]
Average daily traffic:80 [as of 2014]
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:100.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 2016100.0Not deficient---80
February 2014100.0Not deficient---80
February 2012100.0Not deficient---80
February 2010100.0Not deficient---80
November 2007100.0Not deficient---340
November 2005100.0Not deficient---400
February 200498.0Not deficient---400
January 200298.0Not deficient---400
February 200098.0Not deficient---384
March 199898.0Not deficient---384
April 199698.0Not deficient---384