ROUTE 0581 over KIMBALL AVENUE

Map

Coordinates:
+37.27491, -79.93585
37°16'30" N, 79°56'09" W

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

Name:	ROUTE 0581 over KIMBALL AVENUE
Structure number:	000000000021752
Location:	0.07-RT11; 0.58-RT24
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	58.1 ft. `[17.7 m]`
Total length:	137.8 ft. `[42.0 m]`
Roadway width between curbs:	100.1 ft. `[30.5 m]`
Deck width edge-to-edge:	104.0 ft. `[31.7 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	8°
Owner:	State Highway Agency `[01]`
Year built:	1968
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18+Mod / HS 20+Mod `[6]`
Number of main spans:	3
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	69,028 `[as of 2014]`
Truck traffic:	5% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Good `[7 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:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	81.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2017	Fair	Fair	Good	Fair	69028	81.0
April 2015	Fair	Fair	Good	Fair	69028	81.0
April 2013	Fair	Fair	Good	Fair	64223	81.0
April 2011	Fair	Fair	Good	Fair	64223	81.0
April 2009	Fair	Fair	Good	Fair	64223	81.0
April 2007	Fair	Fair	Satisfactory	Fair	65890	83.0
April 2005	Fair	Fair	Satisfactory	Fair	70262	83.0
April 2003	Fair	Fair	Satisfactory	Fair	70923	83.0
April 2001	Fair	Fair	Satisfactory	Satisfactory	70723	94.0
May 1999	Fair	Fair	Satisfactory	Satisfactory	69675	88.0
June 1997	Fair	Satisfactory	Good	Satisfactory	73000	89.0
June 1995	Fair	Satisfactory	Good	Satisfactory	60620	89.0
June 1993	Good	Very Good	Good	Good	60620	89.0
June 1991	Good	Very Good	Very Good	Very Good	60620	89.0

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.	1,888	1,623	0	265	0
Steel Protective Coating	sq. ft.	16,445	15,260	1,185	0	0
Deck
Reinforced Concrete Deck	sq. ft.	14,340	12,410	1,876	54	0
Wearing Surfaces	sq. ft.	13,788	13,712	25	51	0
Substructure
Reinforced Concrete Column	each	12	10	2	0	0
Reinforced Concrete Abutment	linear ft.	228	128	61	39	0
Reinforced Concrete Pier Cap	linear ft.	216	46	150	20	0
Joints
Pourable Joint	linear ft.	138	138	0	0	0
Compression Joint	linear ft.	430	0	0	430	0
Bearings
Movable Bearing	each	42	0	0	42	0
Steel Protective Coating	sq. ft.	126	102	24	0	0
Fixed Bearing	each	42	0	0	42	0
Steel Protective Coating	sq. ft.	126	102	24	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	276	273	3	0	0
Reinforced Concrete Bridge Rail	linear ft.	414	318	96	0	0
Other Material Bridge Rail	linear ft.	272	242	30	0	0