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US 80 over CREEK

Map 

Coordinates:
+32.29592, -90.23722
32°17'45" N, 90°14'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 80 over CREEK
Structure number:210008002504240
Location:0.6 MI E I 220
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:23.6 ft. [7.2 m]
Total length:24.0 ft. [7.3 m]
Skew angle:70°
Owner:State Highway Agency [01]
Year built:1939
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: June 2014 

Status:Open, no restriction [A]
Average daily traffic:24,000 [as of 2012]
Truck traffic:3% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:77.4 tons [70.4 metric tons]
Inventory rating:46.4 tons [42.2 metric tons]
Sufficiency rating:83.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$105,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201483.6Not deficient---24000
May 201283.6Not deficient---24000
May 201083.8Not deficient---21000
April 200883.8Not deficient---21000
June 200683.8Not deficient---22000
August 200483.7Not deficient---23000
August 200283.9Not deficient---20000
August 200083.6Not deficient---24000
August 199883.6Not deficient---24000
November 199756.0Functionally obsolete---24000