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ROADWAY over DRAINAGE DITCH

Map 

Coordinates:
+32.55932, -85.77723
32°33'34" N, 85°46'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROADWAY over DRAINAGE DITCH
Structure number:009332
Location:5.9 MI E OF US 80 JCT.
Purpose:Carries highway over relief for waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:24.0 ft. [7.3 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:24.9 ft. [7.6 m]
Deck width edge-to-edge:27.9 ft. [8.5 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]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 1988]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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:76.8 tons [69.8 metric tons]
Inventory rating:49.8 tons [45.3 metric tons]
Sufficiency rating:67.3
Estimated cost of work:$289,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201667.3FairFairFairFair-1200
February 201467.3FairFairFairFair-1200
February 201367.3FairFairFairFair-1200
February 201267.3FairFairFairFair-1200
February 201167.3FairFairFairFair-1200
February 201067.3FairFairFairFair-1200
February 200879.7FairSatisfactorySatisfactorySatisfactory-1200
February 200680.7FairSatisfactorySatisfactorySatisfactory-1200
January 200479.6GoodGoodGoodGood-1200
January 200279.6GoodGoodGoodGood-1200
January 200079.6GoodGoodGoodGood-1200
February 199879.6GoodGoodGoodGood-1200
January 199779.6GoodGoodGoodGood-1200
December 199481.2GoodGood---1200
April 199379.2FairGoodGoodSatisfactory-1200
February 199179.2FairGoodGoodSatisfactory-1200