+32.27606, -90.19253
32°16'34" N, 90°11'33" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 51 over LYNCH CREEK
Structure number:210005102509560
Location:0.5 MI N I 20
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:18.0 ft. [5.5 m]
Total length:86.0 ft. [26.2 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1956
Year reconstructed:1969
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:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:16,000 [as of 2014]
Truck traffic:5% of total traffic
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: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: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:96.7 tons [87.9 metric tons]
Inventory rating:57.9 tons [52.6 metric tons]
Sufficiency rating:83.2

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
July 201683.2Good8 out of 10-16000
July 201482.0Good8 out of 10-26000
July 201282.0Good8 out of 10-26000
July 201082.2Good8 out of 10-25000
May 200882.2Good8 out of 10-25000
June 200683.7Good8 out of 10-11300
August 200483.7Good8 out of 10-11300
August 200283.7Good8 out of 10-11300
August 200083.7Good8 out of 10-11300
August 199883.7Good8 out of 10-11300
October 199683.8Good8 out of 10-10280
December 199484.1Good8 out of 10-10280
February 199384.1Good8 out of 10-9340
March 199184.2Good8 out of 10-8490