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TERRY RD over LYNCH CR

Map 

Coordinates:
+32.28334, -90.20891
32°17'00" N, 90°12'32" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:TERRY RD over LYNCH CR
Structure number:SA2500000000127
Location:SEC 9 T 5N R 1E
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:16.1 ft. [4.9 m]
Total length:49.9 ft. [15.2 m]
Roadway width between curbs:57.4 ft. [17.5 m]
Deck width edge-to-edge:73.8 ft. [22.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1950
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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:21,000 [as of 2013]
Truck traffic:8% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
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:47.5 tons [43.2 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201497.0Not deficient---21000
February 201397.0Not deficient---21000
February 201197.0Not deficient---21000
February 201097.0Not deficient---21000
November 200797.0Not deficient---21000
December 200597.0Not deficient---21000
February 200497.0Not deficient---21000
March 200297.0Not deficient---21000
February 200097.0Not deficient---21000
March 199897.0Not deficient---21000
April 199697.0Not deficient---21000