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US 80 over ALABAMA RIVER

Map

Coordinates:
+32.40466, -87.01812
32°24'17" N, 87°01'05" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 80 over ALABAMA RIVER
Structure number:002273
Old structure number:000000082402530 (from 1992 edition)
Location:IN CITY OF SELMA
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:250.0 ft. [76.2 m]
Total length:1248.4 ft. [380.5 m]
Roadway width between curbs:42.3 ft. [12.9 m]
Deck width edge-to-edge:56.4 ft. [17.2 m]
Vertical clearance above deck:13.5 ft. [4.1 m]
Vertical clearance below bridge:62.0 ft. [18.9 m]
Owner:State Highway Agency [01]
Year built:1940
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Arch - Thru [12]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:13,920 [as of 2013]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:36.5 tons [33.2 metric tons]
Inventory rating:21.3 tons [19.4 metric tons]
Sufficiency rating:35.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$16,073,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201735.8FairFairFairSatisfactoryFO13920
January 201536.8FairSatisfactoryFairSatisfactoryFO13920
March 201336.8FairSatisfactoryFairSatisfactoryFO13920
March 201143.2FairSatisfactoryFairSatisfactoryFO18590
May 200843.2FairSatisfactoryFairSatisfactoryFO17720
April 200643.2FairSatisfactoryFairSatisfactoryFO18080
March 200443.2FairSatisfactoryFairSatisfactoryFO23020
June 200243.2FairSatisfactoryFairSatisfactoryFO23020
June 200043.2FairSatisfactoryFairSatisfactoryFO24410
May 199843.2FairSatisfactoryFairSatisfactoryFO23130
March 199642.9FairSatisfactoryFairSatisfactoryFO19260
February 199444.9FairSatisfactorySatisfactoryGoodFO18440
January 199244.9GoodGoodGoodGoodFO18690

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.1,09401,09400
Steel Stringerlinear ft.15,4827,5767,5763300
Steel Protective Coatingsq. ft.95,77847,884047,8940
Deck
Reinforced Concrete Decksq. ft.73,4372,56363,8317,0430
Superstructure
Steel Archlinear ft.48027020910
Steel Protective Coatingsq. ft.79,67839,84439,83400
Reinforced Concrete Archlinear ft.1,6521,60321262
Steel Floor Beamlinear ft.4,8384,669127420
Steel Protective Coatingsq. ft.19,74012,2322,0645,4440
Steel Pin or Pin & Hangar Assemblyeach2202200
Steel Protective Coatingsq. ft.924000924
Steel Gusset Plateeach4844040
Steel Protective Coatingsq. ft.5765364000
Substructure
Reinforced Concrete Columneach2619070
Reinforced Concrete Pier Walllinear ft.27317310000
Reinforced Concrete Abutmentlinear ft.2432271114
Reinforced Concrete Pile Cap/Footinglinear ft.7207200
Reinforced Concrete Pier Caplinear ft.795795000
Joints
Pourable Jointlinear ft.573573000
Assembly without Seal Jointlinear ft.173173000
Bearings
Fixed Bearingeach168016800
Steel Protective Coatingsq. ft.707007070
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.2,1962,196000
Steel Protective Coatingsq. ft.5,7105,710000
Reinforced Concrete Bridge Raillinear ft.301301000