US 231 MP 15.643 over CENTRAL OF GEORGIA R. R.

Map

Coordinates:
+31.22242, -85.39324
31°13'21" N, 85°23'36" W

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

Name:	US 231 MP 15.643 over CENTRAL OF GEORGIA R. R.
Structure number:	000207
Old structure number:	000000013501560 `(from 1992 edition)`
Location:	0.2 MI. S. JCT. U.S. 84
Purpose:	Carries highway and pedestrian walkway over railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	22.0 ft. `[6.7 m]`
Total length:	61.0 ft. `[18.6 m]`
Roadway width between curbs:	37.1 ft. `[11.3 m]`
Deck width edge-to-edge:	56.8 ft. `[17.3 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1923
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 13.5 / H 15 `[2]`
Number of main spans:	3
Main spans material:	Concrete `[1]`
Main spans design:	Slab `[01]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	14,820 `[as of 2013]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Fair `[5 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	56.5
Recommended work:	Bridge rehabilitation because of general structure deterioration or inadequate strength. `[35]`
Estimated cost of work:	$1,090,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Fair	Fair	Fair	14820	56.5
June 2015	Fair	Fair	Fair	Fair	14820	56.5
June 2013	Fair	Fair	Fair	Fair	14820	56.5
June 2011	Fair	Fair	Fair	Fair	13790	56.7
June 2009	Fair	Satisfactory	Satisfactory	Satisfactory	13850	68.1
June 2007	Fair	Satisfactory	Satisfactory	Satisfactory	15110	49.3
June 2005	Fair	Satisfactory	Good	Satisfactory	13950	49.6
June 2003	Fair	Satisfactory	Good	Good	13400	49.7
June 2001	Fair	Satisfactory	Good	Good	13400	49.7
July 1999	Fair	Satisfactory	Good	Good	13650	46.4
June 1997	Fair	Satisfactory	Good	Good	13880	46.3
August 1995	Fair	Satisfactory	Good	Good	12700	46.2
September 1993	Fair	Satisfactory	Good	Good	11160	46.7
February 1992	Fair	Satisfactory	Good	Good	11260	52.4

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.	244	157	34	53	0
Deck
Reinforced Concrete Top Flange	sq. ft.	1,201	951	200	50	0
Substructure
Reinforced Concrete Column	each	14	13	0	1	0
Reinforced Concrete Pier Wall	linear ft.	104	97	0	7	0
Reinforced Concrete Abutment	linear ft.	115	107	8	0	0
Reinforced Concrete Pier Cap	linear ft.	114	106	7	1	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	122	76	33	13	0
Deck
Reinforced Concrete Slab	sq. ft.	2,257	675	1,579	3	0
Wearing Surfaces	sq. ft.	2,257	1,869	200	188	0