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US 82 over LITTLEMULBERRYCREEK

Map

Coordinates:
+32.61436, -86.72541
32°36'52" N, 86°43'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.3,0883,0760120
Steel Protective Coatingsq. ft.5,5802,68002,700200
Deck
Reinforced Concrete Decksq. ft.7,719006,895824
Substructure
Reinforced Concrete Abutmentlinear ft.80604142
Steel Pileeach5205200
Steel Protective Coatingsq. ft.4,284004,2840
Steel Pier Caplinear ft.3000270300
Steel Protective Coatingsq. ft.900009000
Joints
Open Jointlinear ft.1491290200
Bearings
Movable Bearingeach8000800
Steel Protective Coatingsq. ft.168000168
Fixed Bearingeach7000700
Steel Protective Coatingsq. ft.147000147
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.6205931368