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WARES FERRY RD. over HOLY WATER CREEK RD

Map 

Coordinates:
+32.36667, -86.21667
32°22'00" N, 86°13'00" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WARES FERRY RD. over HOLY WATER CREEK RD
Structure number:009324
Old structure number:0000000851M0230 (from 1992 edition)
Location:0.5 MI E OF W CITY LIMITS
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:34.1 ft. [10.4 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:24.3 ft. [7.4 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]
Number of main spans:3
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Posted for load [P]
Average daily traffic:3,500 [as of 1990]
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 replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.2 tons [39.3 metric tons]
Inventory rating:25.9 tons [23.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:67.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$856,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201467.1Functionally obsoleteSatisfactorySatisfactorySatisfactory3500
March 201468.1Functionally obsoleteSatisfactorySatisfactorySatisfactory3500
August 201255.9Functionally obsoleteSatisfactorySatisfactorySatisfactory3500
August 201055.9Functionally obsoleteSatisfactorySatisfactorySatisfactory3500
August 200855.9Functionally obsoleteSatisfactorySatisfactorySatisfactory3500
August 200656.9Functionally obsoleteGoodSatisfactoryGood3500
August 200454.9Functionally obsoleteGoodGoodGood3500
August 200254.9Functionally obsoleteGoodGoodGood3500
August 200054.9Functionally obsoleteGoodGoodGood3500
August 199855.1Functionally obsoleteGoodGoodGood3500
July 199654.9Functionally obsoleteGoodGoodGood3500
June 199456.0Functionally obsoleteGoodGoodGood3500
September 199255.0Functionally obsoleteGoodGoodGood3500
August 199062.3Functionally obsoleteGoodGoodGood3500