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ALA. RIVER PARKWAY over CREEK

Map 

Coordinates:
+32.42967, -86.27335
32°25'47" N, 86°16'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ALA. RIVER PARKWAY over CREEK
Structure number:017190
Location:.4 MI.E.OF LOW.WETMPKA.RD
Purpose:Carries highway over relief for waterway
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:34.1 ft. [10.4 m]
Roadway width between curbs:59.7 ft. [18.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Owner:County Highway Agency [02]
Year built:1997
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Precast Panels [2]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:5,000 [as of 1997]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:64.8 tons [58.9 metric tons]
Inventory rating:38.8 tons [35.3 metric tons]
Sufficiency rating:91.5
Estimated cost of work:$802,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201591.5Not deficientGoodGoodGood5000
December 201391.5Not deficientGoodGoodGood5000
December 201191.5Not deficientGoodGoodGood5000
December 200991.5Not deficientGoodGoodGood5000
December 200791.5Not deficientVery GoodVery GoodVery Good5000
December 200591.5Not deficientExcellentExcellentExcellent5000
December 200391.5Not deficientExcellentExcellentExcellent5000
November 200191.5Not deficientExcellentExcellentExcellent5000
October 199987.3Not deficientExcellentExcellentExcellent5000
March 199888.5Not deficientExcellentExcellentExcellent5000