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WARES FERRY RD over STREAM

Map

Coordinates:
+32.40138, -86.18834
32°24'05" N, 86°11'18" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WARES FERRY RD over STREAM
Structure number:005831
Old structure number:0000000851M0470 (from 1992 edition)
Location:4.7 MI E OF US 80 JCT.
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:20.0 ft. [6.1 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1957
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,200 [as of 1993]
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:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:36.0 tons [32.7 metric tons]
Inventory rating:26.0 tons [23.6 metric tons]
Sufficiency rating:68.4
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$528,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201668.4FairSatisfactorySatisfactorySatisfactoryFO1200
February 201468.4FairSatisfactorySatisfactorySatisfactoryFO1200
February 201255.0FairSatisfactorySatisfactorySatisfactoryFO1200
February 201055.0FairSatisfactorySatisfactorySatisfactoryFO1200
February 200855.0FairSatisfactorySatisfactorySatisfactoryFO1200
February 200656.0FairSatisfactorySatisfactorySatisfactoryFO1200
January 200456.0GoodGoodGoodGoodFO1200
January 200256.0GoodGoodGoodGoodFO1200
January 200056.0GoodGoodGoodGoodFO1200
February 199856.0GoodGoodGoodGoodFO1200
November 199655.8GoodGoodGoodGoodFO1200
December 199455.8GoodGoodGoodGoodFO1200
December 199354.8GoodGoodGoodGoodFO1200
August 199062.1GoodGoodGoodGoodFO1200