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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 2014 

Status:Open, no restriction [A]
Average daily traffic:2,500 [as of 2014]
Truck traffic:1% of total traffic
Deck condition:Very Good [8 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: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:62.5 tons [56.8 metric tons]
Inventory rating:39.7 tons [36.1 metric tons]
Sufficiency rating:99.3
Estimated cost of work:$4,359,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201499.3Not deficientVery GoodGoodGood2500
November 201299.3Not deficientVery GoodGoodGood2500
November 201099.3Not deficientVery GoodGoodGood2500
November 200899.3Not deficientVery GoodGoodGood2500
December 200699.3Not deficientVery GoodGoodGood2500
December 200499.3Not deficientVery GoodGoodGood2500
August 200299.3Not deficientVery GoodGoodGood2500
October 200099.3Not deficientVery GoodGoodGood2500
October 199899.6Not deficientVery GoodGoodGood1000
September 199699.6Not deficientVery GoodVery GoodGood1000
September 199499.6Not deficientVery GoodVery GoodGood1000
September 199299.6Not deficientVery GoodVery GoodGood1000
September 199199.6Not deficientVery GoodVery GoodVery Good1000