US 82 WBL over SCL RR

Map

Coordinates:
+32.32646, -86.31883
32°19'35" N, 86°19'08" W

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

Name:	US 82 WBL over SCL RR
Structure number:	005126
Old structure number:	00000006510091A `(from 1992 edition)`
Location:	1.1 MI E OF I65
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	40.0 ft. `[12.2 m]`
Total length:	144.0 ft. `[43.9 m]`
Roadway width between curbs:	24.6 ft. `[7.5 m]`
Deck width edge-to-edge:	33.5 ft. `[10.2 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1955
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:	5
Main spans material:	Concrete `[1]`
Main spans design:	Tee beam `[04]`
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:	17,650 `[as of 2013]`
Truck traffic:	8% 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:	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]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Better than present minimum criteria `[7]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	51.3
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,338,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Fair	Fair	Satisfactory	17650	51.3
December 2015	Fair	Fair	Fair	Satisfactory	17650	51.3
November 2013	Fair	Fair	Fair	Satisfactory	17650	64.3
November 2011	Fair	Fair	Fair	Satisfactory	16475	64.5
October 2009	Fair	Fair	Satisfactory	Satisfactory	19425	75.5
October 2007	Fair	Fair	Satisfactory	Satisfactory	19120	73.6
November 2005	Fair	Fair	Satisfactory	Satisfactory	18945	75.6
November 2003	Fair	Satisfactory	Satisfactory	Satisfactory	19495	76.6
December 2001	Fair	Satisfactory	Satisfactory	Satisfactory	19495	76.6
December 1999	Fair	Satisfactory	Satisfactory	Good	19930	74.5
January 1998	Fair	Satisfactory	Satisfactory	Good	19265	74.6
January 1996	Fair	Satisfactory	Satisfactory	Good	19255	75.1
January 1994	Fair	Good	Satisfactory	Good	18665	74.1
December 1991	Fair	Good	Satisfactory	Good	17470	74.3

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Girder/Beam	linear ft.	720	0	707	4	9
Deck
Reinforced Concrete Top Flange	sq. ft.	4,824	0	2,125	2,618	81
Substructure
Reinforced Concrete Pier Wall	linear ft.	79	71	8	0	0
Reinforced Concrete Abutment	linear ft.	94	81	13	0	0
Steel Pile	each	20	0	19	1	0
Steel Protective Coating	sq. ft.	592	0	592	0	0
Reinforced Concrete Pier Cap	linear ft.	138	125	8	1	4
Joints
Open Joint	linear ft.	188	133	7	48	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	288	198	0	90	0
Reinforced Concrete Bridge Rail	linear ft.	288	246	42	0	0