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LAMAR RD over CANEY BRANCH

Map

Coordinates:
+32.30285, -86.37495
32°18'10" N, 86°22'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LAMAR RD over CANEY BRANCH
Structure number:007102
Location:0.3 MI.S.OF US 80
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:34.1 ft. [10.4 m]
Total length:136.2 ft. [41.5 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.9 ft. [8.8 m]
Owner:County Highway Agency [02]
Year built:1960
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:4
Main spans material:Concrete [1]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:500 [as of 1990]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:37.3 tons [33.9 metric tons]
Inventory rating:22.4 tons [20.4 metric tons]
Sufficiency rating:69.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,081,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201669.0FairSatisfactorySatisfactorySatisfactory-500
November 201469.0FairSatisfactorySatisfactorySatisfactory-500
November 201369.0FairSatisfactoryGoodGood-500
November 201269.0FairSatisfactoryGoodGood-500
November 201169.0FairSatisfactoryGoodGood-500
November 200973.7FairSatisfactoryGoodGood-500
November 200773.7FairSatisfactoryGoodGood-500
December 200573.7FairSatisfactoryGoodGood-500
December 200373.7FairSatisfactoryGoodGood-500
December 200173.7FairSatisfactoryGoodGood-500
October 199967.7GoodGoodGoodGoodSD500
September 199771.7GoodGoodGoodGood-500
July 199572.4GoodGoodGoodGood-500
July 199369.4GoodGoodGoodGood-500
March 199169.4GoodGoodGoodGood-500