U.S. 460 (WBL) over U.S. 360 (EBL)

Map

Coordinates:
+37.18975, -78.18601
37°11'23" N, 78°11'10" W

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

Name:	U.S. 460 (WBL) over U.S. 360 (EBL)
Structure number:	000000000012822
Location:	.05 TO ECL BURK & .09 723
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	117.1 ft. `[35.7 m]`
Total length:	248.0 ft. `[75.6 m]`
Roadway width between curbs:	39.4 ft. `[12.0 m]`
Deck width edge-to-edge:	43.3 ft. `[13.2 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	43°
Owner:	State Highway Agency `[01]`
Year built:	1969
Year reconstructed:	2004
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:	4,189 `[as of 2014]`
Truck traffic:	11% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 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:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	85.6
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$4,656,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2018	Fair	Satisfactory	Satisfactory	Fair	4189	85.6
April 2016	Fair	Satisfactory	Satisfactory	Fair	4189	85.6
April 2014	Fair	Good	Good	Satisfactory	8598	96.2
April 2012	Fair	Good	Good	Satisfactory	8598	96.2
April 2010	Fair	Good	Good	Satisfactory	8598	95.9
July 2008	Good	Good	Good	Good	8598	95.9
April 2006	Good	Very Good	Good	Very Good	7804	97.0
April 2004	Good	Very Good	Good	Very Good	9335	96.8
January 2004	Fair	Fair	Good	Fair	9333	84.7
January 2002	Fair	Fair	Good	Fair	12718	84.3
February 2000	Fair	Fair	Good	Fair	11316	82.4
January 1998	Fair	Fair	Satisfactory	Fair	11000	82.5
January 1996	Fair	Fair	Satisfactory	Fair	4900	83.6
January 1994	Fair	Satisfactory	Very Good	Satisfactory	10000	95.2
January 1992	Fair	Satisfactory	Very Good	Very Good	6825	96.5

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.	1,486	1,346	40	100	0
Steel Protective Coating	sq. ft.	16,161	15,999	100	52	10
Deck
Reinforced Concrete Deck	sq. ft.	10,734	7,856	2,184	694	0
Wearing Surfaces	sq. ft.	9,990	0	9,990	0	0
Substructure
Reinforced Concrete Column	each	8	5	1	2	0
Reinforced Concrete Abutment	linear ft.	171	70	67	34	0
Reinforced Concrete Pier Cap	linear ft.	133	85	20	28	0
Joints
Pourable Joint	linear ft.	287	201	48	0	38
Assembly with Seal	each	62	50	12	0	0
Bearings
Elastomeric Bearing	each	12	0	4	8	0
Movable Bearing	each	6	0	6	0	0
Steel Protective Coating	sq. ft.	30	0	0	30	0
Fixed Bearing	each	18	0	18	0	0
Steel Protective Coating	sq. ft.	90	90	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	496	332	86	78	0