I85 SBL over SCL RR

Map

Coordinates:
+32.36682, -86.14387
32°22'01" N, 86°08'38" W

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

Name:	I85 SBL over SCL RR
Structure number:	009004
Location:	4.15 MI N OF E BYPASS
Purpose:	Carries highway over railroad
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	73.2 ft. `[22.3 m]`
Total length:	192.9 ft. `[58.8 m]`
Roadway width between curbs:	41.3 ft. `[12.6 m]`
Deck width edge-to-edge:	45.6 ft. `[13.9 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Skew angle:	45°
Owner:	State Highway Agency `[01]`
Year built:	1966
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:	3
Main spans material:	Concrete continuous `[2]`
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:	22,965 `[as of 2013]`
Truck traffic:	19% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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:	73.8
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$2,349,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2017	Fair	Fair	Satisfactory	Good	22965	73.8
August 2015	Fair	Fair	Satisfactory	Good	22965	73.8
August 2013	Fair	Fair	Satisfactory	Good	22965	73.8
August 2011	Fair	Fair	Satisfactory	Good	22925	73.8
February 2010	Fair	Fair	Satisfactory	Good	23720	70.7
June 2007	Fair	Fair	Satisfactory	Good	23815	72.7
August 2005	Fair	Fair	Satisfactory	Good	21855	72.9
May 2003	Fair	Satisfactory	Satisfactory	Good	19430	75.7
June 2001	Fair	Satisfactory	Satisfactory	Good	19430	75.7
July 1999	Fair	Satisfactory	Satisfactory	Good	17012	75.9
July 1997	Fair	Satisfactory	Satisfactory	Good	16340	90.4
June 1995	Good	Good	Good	Good	14090	90.9
May 1993	Good	Good	Good	Good	13085	90.0
April 1991	Good	Good	Very Good	Very Good	13085	90.0

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.	1,158	1,158	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	8,815	0	93	7,472	1,250
Substructure
Reinforced Concrete Column	each	6	6	0	0	0
Reinforced Concrete Abutment	linear ft.	161	152	9	0	0
Reinforced Concrete Pier Cap	linear ft.	182	141	41	0	0
Joints
Pourable Joint	linear ft.	118	0	31	80	7
Bearings
Movable Bearing	each	18	0	12	6	0
Steel Protective Coating	sq. ft.	36	0	0	12	24
Fixed Bearing	each	6	0	6	0	0
Steel Protective Coating	sq. ft.	12	0	12	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	386	313	73	0	0