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RED MILL ROAD over FIVEMILE CREEK

Map 

Coordinates:
+33.60464, -86.71752
33°36'17" N, 86°43'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RED MILL ROAD over FIVEMILE CREEK
Structure number:014661
Old structure number:0000024437M0100 (from 1992 edition)
Location:RED MILL RD * CREEK
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:76.1 ft. [23.2 m]
Total length:231.0 ft. [70.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:52.5 ft. [16.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1988
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:62.4 tons [56.7 metric tons]
Inventory rating:39.7 tons [36.1 metric tons]
Sufficiency rating:99.3
Estimated cost of work:$3,167,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201699.3FairGoodGoodSatisfactory-2500
November 201499.3GoodVery GoodGoodGood-2500
November 201299.3GoodVery GoodGoodGood-2500
November 201099.3GoodVery GoodGoodGood-2500
November 200899.3GoodVery GoodGoodGood-2500
December 200699.3GoodVery GoodGoodGood-2500
December 200499.3GoodVery GoodGoodGood-2500
August 200299.3GoodVery GoodGoodGood-2500
October 200099.3GoodVery GoodGoodGood-2500
October 199899.6GoodVery GoodGoodGood-1000
September 199699.6GoodVery GoodVery GoodGood-1000
September 199499.6GoodVery GoodVery GoodGood-1000
September 199299.6GoodVery GoodVery GoodGood-1000
September 199199.6GoodVery GoodVery GoodVery Good-1000