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LAWSON RD over FIVE MILE CK

Map

Coordinates:
+33.68333, -86.63333
33°40'60" N, 86°37'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:LAWSON RD over FIVE MILE CK
Structure number:009360
Old structure number:0000003237M0010 (from 1992 edition)
Location:LAWSON RD * FIVE MI CK
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:28.9 ft. [8.8 m]
Total length:124.0 ft. [37.8 m]
Roadway width between curbs:26.6 ft. [8.1 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:4,400 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
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 assessed or calculated scour condition. [5]
Operating rating:47.9 tons [43.5 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:75.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$996,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201675.7FairFairSatisfactorySatisfactoryFO4400
October 201476.7FairSatisfactorySatisfactorySatisfactoryFO4400
November 201276.7FairSatisfactorySatisfactorySatisfactoryFO4400
November 201054.6FairSatisfactorySatisfactorySatisfactoryFO4400
November 200854.6FairSatisfactorySatisfactorySatisfactoryFO4400
December 200656.7FairSatisfactorySatisfactorySatisfactory-4400
February 200559.7-----4400
August 200256.7FairSatisfactorySatisfactorySatisfactory-4400
August 200056.6FairSatisfactorySatisfactorySatisfactory-4400
October 199856.8FairSatisfactorySatisfactoryGood-4400
December 199656.6FairSatisfactoryGoodGood-4400
December 199456.7FairSatisfactoryGoodGood-4400
September 199255.7FairFairGoodSatisfactory-4400
September 199063.0FairFairVery GoodGood-4400