AL 152 EBL over I-65

Map

Coordinates:
+32.22210, -86.32368
32°13'20" N, 86°19'25" W

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

Name:	AL 152 EBL over I-65
Structure number:	010810
Old structure number:	00000152510243B `(from 1992 edition)`
Location:	0.4 MI W ALA.RIVER
Purpose:	Carries highway overpass over highway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	88.9 ft. `[27.1 m]`
Total length:	350.7 ft. `[106.9 m]`
Roadway width between curbs:	39.4 ft. `[12.0 m]`
Deck width edge-to-edge:	43.0 ft. `[13.1 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	6°
Owner:	State Highway Agency `[01]`
Year built:	1972
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:	4
Main spans material:	Steel continuous `[4]`
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]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	16,210 `[as of 2013]`
Truck traffic:	8% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	83.7
Estimated cost of work:	$3,672,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Good	Good	16210	83.7
December 2016	Fair	Satisfactory	Good	Satisfactory	16210	97.5
November 2014	Fair	Satisfactory	Good	Satisfactory	16210	97.5
November 2012	Fair	Satisfactory	Good	Satisfactory	13120	97.8
November 2010	Fair	Satisfactory	Good	Satisfactory	12875	97.8
October 2008	Fair	Satisfactory	Good	Satisfactory	15010	96.6
October 2006	Fair	Satisfactory	Good	Satisfactory	15600	96.5
December 2004	Fair	Satisfactory	Good	Satisfactory	15365	96.5
October 2002	Fair	Satisfactory	Good	Satisfactory	14660	96.6
September 2000	Fair	Satisfactory	Good	Satisfactory	15915	96.5
July 1998	Fair	Satisfactory	Good	Satisfactory	16620	96.4
July 1996	Fair	Satisfactory	Good	Satisfactory	15325	96.5
May 1994	Good	Good	Good	Good	14450	95.9
April 1992	Good	Good	Good	Good	13815	96.0
May 1990	Good	Good	Good	Good	13745	98.0

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	2,101	2,101	0	0	0
Steel Protective Coating	sq. ft.	26,910	0	26,910	0	0
Deck
Reinforced Concrete Deck	sq. ft.	15,020	470	8,657	5,893	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	177	170	7	0	0
Reinforced Concrete Pier Cap	linear ft.	129	127	2	0	0
Joints
Pourable Joint	linear ft.	86	18	0	46	22
Bearings
Movable Bearing	each	24	12	12	0	0
Steel Protective Coating	sq. ft.	60	40	20	0	0
Fixed Bearing	each	6	6	0	0	0
Steel Protective Coating	sq. ft.	15	15	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	702	522	169	11	0