US 80 over ALABAMA RIVER

Map

Coordinates:
+32.40500, -87.01667
32°24'18" N, 87°01'00" W

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:	59.1 ft. `[18.0 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]`

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]`
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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
January 2017	Fair	Fair	Fair	Satisfactory	13920	35.8
January 2015	Fair	Satisfactory	Fair	Satisfactory	13920	36.8
March 2013	Fair	Satisfactory	Fair	Satisfactory	13920	36.8
March 2011	Fair	Satisfactory	Fair	Satisfactory	18590	43.2
May 2008	Fair	Satisfactory	Fair	Satisfactory	17720	43.2
April 2006	Fair	Satisfactory	Fair	Satisfactory	18080	43.2
March 2004	Fair	Satisfactory	Fair	Satisfactory	23020	43.2
June 2002	Fair	Satisfactory	Fair	Satisfactory	23020	43.2
June 2000	Fair	Satisfactory	Fair	Satisfactory	24410	43.2
May 1998	Fair	Satisfactory	Fair	Satisfactory	23130	43.2
March 1996	Fair	Satisfactory	Fair	Satisfactory	19260	42.9
February 1994	Fair	Satisfactory	Satisfactory	Good	18440	44.9
January 1992	Good	Good	Good	Good	18690	44.9

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Stringer	linear ft.	16,891	16,389	0	400	102
Steel Protective Coating	sq. ft.	95,778	0	90,000	5,000	778
Deck
Reinforced Concrete Deck	sq. ft.	14,543	0	3,817	10,726	0
Superstructure
Steel Arch	linear ft.	480	476	0	0	4
Steel Protective Coating	sq. ft.	79,678	0	19,678	60,000	0
Reinforced Concrete Arch	linear ft.	1,652	1,604	18	30	0
Steel Floor Beam	linear ft.	4,838	0	4,825	4	9
Steel Protective Coating	sq. ft.	19,740	0	0	19,000	740
Deck
Reinforced Concrete Top Flange	sq. ft.	54,075	0	4,892	49,183	0
Superstructure
Steel Pin or Pin & Hangar Assembly	each	22	0	22	0	0
Steel Protective Coating	sq. ft.	924	0	0	924	0
Steel Gusset Plate	each	48	39	0	2	7
Steel Protective Coating	sq. ft.	576	0	0	500	76
Substructure
Reinforced Concrete Column	each	26	16	1	9	0
Reinforced Concrete Pier Wall	linear ft.	273	181	0	92	0
Reinforced Concrete Abutment	linear ft.	243	206	18	19	0
Reinforced Concrete Pile Cap/Footing	linear ft.	72	0	8	64	0
Reinforced Concrete Pier Cap	linear ft.	795	793	1	1	0
Joints
Pourable Joint	linear ft.	573	476	52	30	15
Assembly without Seal Joint	linear ft.	173	173	0	0	0
Bearings
Fixed Bearing	each	168	0	168	0	0
Steel Protective Coating	sq. ft.	707	0	0	707	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	2,196	2,192	0	0	4
Steel Protective Coating	sq. ft.	5,710	0	0	5,710	0