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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 

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]
Evaluation:Functionally obsolete [2]
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. ratingEvaluationDeckSuper.Sub.ADT
February 201668.4Functionally obsoleteSatisfactorySatisfactorySatisfactory1200
February 201468.4Functionally obsoleteSatisfactorySatisfactorySatisfactory1200
February 201255.0Functionally obsoleteSatisfactorySatisfactorySatisfactory1200
February 201055.0Functionally obsoleteSatisfactorySatisfactorySatisfactory1200
February 200855.0Functionally obsoleteSatisfactorySatisfactorySatisfactory1200
February 200656.0Functionally obsoleteSatisfactorySatisfactorySatisfactory1200
January 200456.0Functionally obsoleteGoodGoodGood1200
January 200256.0Functionally obsoleteGoodGoodGood1200
January 200056.0Functionally obsoleteGoodGoodGood1200
February 199856.0Functionally obsoleteGoodGoodGood1200
November 199655.8Functionally obsoleteGoodGoodGood1200
December 199455.8Functionally obsoleteGoodGoodGood1200
December 199354.8Functionally obsoleteGoodGoodGood1200
August 199062.1Functionally obsoleteGoodGoodGood1200