Share:

US 80 over LYNCH CREEK

Map 

Coordinates:
+32.28664, -90.21142
32°17'12" N, 90°12'41" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:US 80 over LYNCH CREEK
Structure number:210008002504470
Location:2.3 MI E I 220
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:9.8 ft. [3.0 m]
Total length:30.8 ft. [9.4 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1939
Year reconstructed:1997
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:2
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:Better than present minimum criteria [7]
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:109.8 tons [99.8 metric tons]
Inventory rating:67.4 tons [61.3 metric tons]
Sufficiency rating:83.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 201483.6Not deficient---24000
May 201283.6Not deficient---24000
May 201083.8Not deficient---21000
April 200883.9Not deficient---20000
June 200684.0Not deficient---17000
August 200483.7Not deficient---23000
August 200283.9Not deficient---20000
August 200083.6Not deficient---24000
August 199883.6Not deficient---24000
November 199783.6Not deficient---24000