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NFA A140 over SIMMONS BRANCH

Map

Coordinates:
+35.35750, -87.71750
35°21'27" N, 87°43'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NFA A140 over SIMMONS BRANCH
Structure number:910A1410001
Location:1.0 M NE JCT. SR15&SR99
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:22.0 ft. [6.7 m]
Total length:28.5 ft. [8.7 m]
Roadway width between curbs:20.7 ft. [6.3 m]
Deck width edge-to-edge:22.0 ft. [6.7 m]
Skew angle:15°
Owner:County Highway Agency [02]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 13.5 / HS 15 [3]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Other [9]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2015

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:30 [as of 2016]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:49.5 tons [45.0 metric tons]
Inventory rating:29.7 tons [27.0 metric tons]
Sufficiency rating:58.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$194,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201558.9PoorFairFairPoorSD30
June 201358.9PoorFairFairPoorSD30
August 201158.9PoorFairFairPoorSD30
October 200955.5PoorFairFairPoorSD30
December 200756.5PoorSatisfactorySatisfactoryPoor-30
January 200660.5PoorSatisfactorySatisfactoryPoor-30
February 200472.5FairSatisfactorySatisfactoryFair-30
March 200272.5FairSatisfactorySatisfactoryFair-30
August 200072.5FairSatisfactorySatisfactoryFair-30
July 199960.5PoorSatisfactorySatisfactoryPoor-30