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US 80 over LYNCH CREEK

Map 

Coordinates:
+32.28815, -90.21992
32°17'17" N, 90°13'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 80 over LYNCH CREEK
Structure number:210008002504420
Location:1.7 MI E I 220
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:16.1 ft. [4.9 m]
Total length:73.2 ft. [22.3 m]
Skew angle:45°
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]
Number of main spans:3
Main spans material:Concrete [1]
Main spans 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:Better than present minimum criteria [7]
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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:53.9 tons [49.0 metric tons]
Inventory rating:32.2 tons [29.3 metric tons]
Sufficiency rating:81.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$425,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201481.8Not deficient---24000
May 201281.8Not deficient---24000
May 201082.0Not deficient---21000
April 200882.0Not deficient---21000
June 200681.9Not deficient---22000
August 200481.9Not deficient---23000
August 200282.1Not deficient---20000
August 200081.7Not deficient---25300
August 199881.7Not deficient---25300
December 199677.5Not deficient---23000
December 199477.5Not deficient---23000
February 199377.5Not deficient---22420
June 199170.6Not deficient---17310