Share:

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:Concrete [1]
Main spans design:Channel beam [22]
Deck type:Concrete Precast Panels [2]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2016

Good/Fair/Poor Condition:Fair
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]
Sufficiency rating:67.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$609,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
August 201667.1FairSatisfactorySatisfactorySatisfactoryFO3500
August 201467.1FairSatisfactorySatisfactorySatisfactoryFO3500
March 201468.1FairSatisfactorySatisfactorySatisfactoryFO3500
August 201255.9FairSatisfactorySatisfactorySatisfactoryFO3500
August 201055.9FairSatisfactorySatisfactorySatisfactoryFO3500
August 200855.9FairSatisfactorySatisfactorySatisfactoryFO3500
August 200656.9FairGoodSatisfactoryGoodFO3500
August 200454.9GoodGoodGoodGoodFO3500
August 200254.9GoodGoodGoodGoodFO3500
August 200054.9GoodGoodGoodGoodFO3500
August 199855.1GoodGoodGoodGoodFO3500
July 199654.9GoodGoodGoodGoodFO3500
June 199456.0GoodGoodGoodGoodFO3500
September 199255.0GoodGoodGoodGoodFO3500
August 199062.3GoodGoodGoodGoodFO3500