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LAWSON RD over BRANCH

Map 

Coordinates:
+33.60729, -86.74286
33°36'26" N, 86°44'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:LAWSON RD over BRANCH
Structure number:002354
Location:LAWSON RD * WEDGEWOOD DR
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:29.5 ft. [9.0 m]
Deck width edge-to-edge:32.5 ft. [9.9 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1940
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: September 2014 

Status:Open, no restriction [A]
Average daily traffic:4,500 [as of 2014]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:73.0
Estimated cost of work:$387,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201473.0Not deficient---4500
November 201273.0Not deficient---4500
November 201056.6Not deficient---4500
November 200859.6Not deficient---4500
June 200677.1Not deficient---4500
December 200477.1Not deficient---4500
August 200277.2Not deficient---4400
August 200077.1Not deficient---4400
October 199877.3Not deficient---4400
September 199677.1Not deficient---4400
September 199477.2Not deficient---4400
September 199277.2Not deficient---4400