US-23S over OHIO RIVER,CSX,STREETS

Map

Coordinates:
+38.48361, -82.64056
38°29'01" N, 82°38'26" W

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

Name:	US-23S over OHIO RIVER,CSX,STREETS
Structure number:	010B00058N
Location:	N-BOUND 23 SPUR OVR OHIO
Purpose:	Carries highway over highway, waterway, and railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	740.2 ft. `[225.6 m]`
Total length:	2315.1 ft. `[705.6 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	47.2 ft. `[14.4 m]`
Vertical clearance above deck:	18.0 ft. `[5.5 m]`
Vertical clearance below bridge:	75.5 ft. `[23.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1985
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:	Steel `[3]`
Main spans design:	Truss - Thru `[10]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Monolithic Concrete (concurrently placed with structural deck) `[1]`

Good/Fair/Poor Condition:	Fair
Status:	Posted for load `[P]`
Average daily traffic:	10,746 `[as of 2016]`
Truck traffic:	14% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Equal to present desirable criteria `[8]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	60.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Fair	Satisfactory	Satisfactory	Satisfactory	10746	60.0
September 2015	Fair	Satisfactory	Satisfactory	Satisfactory	10614	60.0
September 2013	Fair	Satisfactory	Satisfactory	Good	14696	60.0
October 2011	Fair	Satisfactory	Good	Good	12500	73.5
October 2009	Fair	Satisfactory	Good	Good	17100	72.9
November 2007	Fair	Good	Satisfactory	Good	16900	72.9
October 2003	Fair	Good	Satisfactory	Good	15920	77.2

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Closed Web/Box Girder	linear ft.	94	4	89	1	0
Steel Protective Coating	sq. ft.	1,269	1,142	0	0	127
Steel Girder/Beam	linear ft.	3,724	2,993	713	18	0
Steel Protective Coating	sq. ft.	33,516	0	32,778	0	738
Steel Stringer	linear ft.	10,176	8,281	1,876	19	0
Steel Protective Coating	sq. ft.	62,753	59,583	3,138	0	32
Deck
Reinforced Concrete Deck	sq. ft.	109,369	88,921	20,444	4	0
Superstructure
Steel Truss	linear ft.	3,392	2,425	950	17	0
Steel Protective Coating	sq. ft.	294,891	244,759	29,489	14,745	5,898
Steel Floor Beam	linear ft.	2,126	1,053	1,043	30	0
Steel Protective Coating	sq. ft.	25,535	22,981	1,277	0	1,277
Steel Gusset Plate	each	204	107	80	17	0
Steel Protective Coating	sq. ft.	7,344	6,188	1,102	37	17
Substructure
Reinforced Concrete Column	each	19	14	4	1	0
Reinforced Concrete Pier Wall	linear ft.	130	130	0	0	0
Reinforced Concrete Abutment	linear ft.	112	97	15	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	144	144	0	0	0
Reinforced Concrete Pier Cap	linear ft.	440	337	95	8	0
Joints
Pourable Joint	linear ft.	484	366	49	15	54
Compression Joint	linear ft.	111	0	10	19	82
Open Joint	linear ft.	95	23	67	5	0
Bearings
Movable Bearing	each	42	11	21	10	0
Steel Protective Coating	sq. ft.	1,510	1,289	66	0	155
Fixed Bearing	each	15	6	7	2	0
Steel Protective Coating	sq. ft.	642	635	0	0	7
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	4,630	2,181	2,448	1	0