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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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: February 2016 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201667.3Not deficientFairFairFair1200
February 201467.3Not deficientFairFairFair1200
February 201367.3Not deficientFairFairFair1200
February 201267.3Not deficientFairFairFair1200
February 201167.3Not deficientFairFairFair1200
February 201067.3Not deficientFairFairFair1200
February 200879.7Not deficientSatisfactorySatisfactorySatisfactory1200
February 200680.7Not deficientSatisfactorySatisfactorySatisfactory1200
January 200479.6Not deficientGoodGoodGood1200
January 200279.6Not deficientGoodGoodGood1200
January 200079.6Not deficientGoodGoodGood1200
February 199879.6Not deficientGoodGoodGood1200
January 199779.6Not deficientGoodGoodGood1200
December 199481.2Not deficientGood--1200
April 199379.2Not deficientGoodGoodSatisfactory1200
February 199179.2Not deficientGoodGoodSatisfactory1200