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US 82 over LITTLEMULBERRYCREEK

Map

Coordinates:
+32.61436, -86.72541
32°36'52" N, 86°43'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:US 82 over LITTLEMULBERRYCREEK
Structure number:001908
Old structure number:000000060100430 (from 1992 edition)
Location:4.3 MI E CHILTON COLINE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:22.0 ft. [6.7 m]
Total length:310.1 ft. [94.5 m]
Roadway width between curbs:23.0 ft. [7.0 m]
Deck width edge-to-edge:24.9 ft. [7.6 m]
Owner:State Highway Agency [01]
Year built:1939
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:14
Main spans material:Steel [3]
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: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:2,950 [as of 2013]
Truck traffic:26% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:53.2 tons [48.4 metric tons]
Inventory rating:31.9 tons [29.0 metric tons]
Sufficiency rating:59.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,954,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201559.7FairFairFairFairFO2950
December 201361.9FairFairFairFairFO2950
December 201161.7FairFairFairFairFO3050
December 200961.4FairFairFairFairFO3260
November 200751.8FairFairFairFairFO3300
November 200551.8FairFairFairFairFO3200
October 200351.8FairFairFairSatisfactoryFO3120
November 200151.8FairFairFairSatisfactoryFO3120
December 199951.8FairFairFairSatisfactoryFO2910
January 199850.8FairFairFairSatisfactoryFO3020
January 199660.9FairSatisfactorySatisfactorySatisfactoryFO2940
January 199460.9FairSatisfactorySatisfactorySatisfactoryFO2790
December 199160.9FairGoodGoodSatisfactoryFO2780