US 80/ SR 26 over OCONEE RIVER

Map

Coordinates:
+32.54419, -82.89265
32°32'39" N, 82°53'34" W

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

Name:	US 80/ SR 26 over OCONEE RIVER
Structure number:	000000017500170
Location:	NE DUBLIN CITY LIMITS
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	149.9 ft. `[45.7 m]`
Total length:	770.1 ft. `[234.7 m]`
Roadway width between curbs:	57.7 ft. `[17.6 m]`
Deck width edge-to-edge:	69.6 ft. `[21.2 m]`
Owner:	State Highway Agency `[01]`
Year built:	1952
Historic significance:	Bridge is eligible for the National Register of Historic Places `[2]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	9
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:	24,060 `[as of 2012]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Scour condition:	Bridge with "unknown" foundation that has not been evaluated for scour. `[U]`
Sufficiency rating:	52.9

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Satisfactory	Fair	Satisfactory	24060	52.9
June 2015	Fair	Satisfactory	Fair	Satisfactory	24060	52.9
June 2013	Fair	Satisfactory	Fair	Satisfactory	24060	52.9
March 2012	Fair	Satisfactory	Fair	Satisfactory	31320	52.9
June 2011	Fair	Satisfactory	Fair	Satisfactory	31320	52.9
August 2009	Fair	Satisfactory	Fair	Satisfactory	30380	52.9
June 2007	Fair	Satisfactory	Good	Fair	33950	52.9
May 2005	Fair	Satisfactory	Good	Fair	35610	70.0
June 2003	Fair	Satisfactory	Good	Good	31800	81.0
August 2001	Fair	Satisfactory	Good	Good	47700	81.0
July 1999	Fair	Satisfactory	Good	Good	38300	81.0
January 1997	Fair	Satisfactory	Good	Satisfactory	30700	81.0
February 1995	Fair	Satisfactory	Good	Good	29500	81.0
February 1993	Fair	Satisfactory	Satisfactory	Good	29090	81.0
February 1991	Fair	Satisfactory	Satisfactory	Good	25630	81.0

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.	6,672	6,672	0	0	0
Steel Protective Coating	sq. ft.	72,472	0	72,472	0	0
Deck
Reinforced Concrete Deck	sq. ft.	53,529	0	53,529	0	0
Substructure
Reinforced Concrete Column	each	30	22	0	8	0
Reinforced Concrete Pier Wall	linear ft.	252	244	8	0	0
Reinforced Concrete Abutment	linear ft.	136	127	9	0	0
Reinforced Concrete Pier Cap	linear ft.	504	504	0	0	0
Joints
Pourable Joint	linear ft.	290	0	0	290	0
Assembly with Seal	each	116	0	0	116	0
Bearings
Movable Bearing	each	72	0	68	4	0
Steel Protective Coating	sq. ft.	144	0	0	144	0
Fixed Bearing	each	72	0	72	0	0
Steel Protective Coating	sq. ft.	144	0	0	144	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,536	1,536	0	0	0