WBL ROUTE 0460 over SINKING CREEK

Map

Coordinates:
+37.30020, -80.55950
37°18'01" N, 80°33'34" W

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

Name:	WBL ROUTE 0460 over SINKING CREEK
Structure number:	000000000008374
Location:	0.40-RT 642;4.05-ECL PEMB
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other (Rural) `[02]`
Length of largest span:	74.2 ft. `[22.6 m]`
Total length:	220.2 ft. `[67.1 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	31.2 ft. `[9.5 m]`
Skew angle:	30°
Owner:	State Highway Agency `[01]`
Year built:	1961
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 13.5 / HS 15 `[3]`
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:	5,126 `[as of 2014]`
Truck traffic:	9% of total traffic
Deck condition:	Fair `[5 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:	Basically intolerable requiring high priority of corrrective action `[3]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
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]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	79.4
Estimated cost of work:	$9,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Fair	Satisfactory	Satisfactory	5126	79.4
December 2015	Fair	Satisfactory	Satisfactory	Satisfactory	5126	80.4
December 2013	Fair	Satisfactory	Satisfactory	Good	4990	80.4
December 2011	Fair	Good	Satisfactory	Good	4990	80.4
December 2009	Fair	Good	Satisfactory	Good	4990	80.4
December 2007	Fair	Good	Satisfactory	Good	5038	80.4
December 2005	Fair	Fair	Satisfactory	Satisfactory	5121	79.4
December 2003	Fair	Fair	Satisfactory	Satisfactory	4932	79.4
December 2001	Fair	Fair	Satisfactory	Satisfactory	4903	79.4
December 1999	Fair	Fair	Satisfactory	Satisfactory	4739	77.4
January 1998	Fair	Satisfactory	Satisfactory	Satisfactory	5000	78.4
January 1996	Fair	Satisfactory	Good	Satisfactory	5500	78.5
February 1994	Good	Good	Very Good	Good	5000	71.0
December 1991	Good	Good	Good	Good	4480	71.0
December 1989	Good	Good	Good	Good	4480	71.0

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.	1,086	982	0	104	0
Steel Protective Coating	sq. ft.	9,579	9,437	0	0	142
Deck
Reinforced Concrete Deck	sq. ft.	6,862	6,112	664	86	0
Wearing Surfaces	sq. ft.	6,140	6,126	14	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	72	9	60	3	0
Reinforced Concrete Abutment	linear ft.	93	69	20	4	0
Reinforced Concrete Pile Cap/Footing	linear ft.	14	0	14	0	0
Reinforced Concrete Pier Cap	linear ft.	72	61	5	6	0
Joints
Compression Joint	linear ft.	144	125	0	0	19
Bearings
Movable Bearing	each	15	0	0	15	0
Steel Protective Coating	sq. ft.	45	30	0	15	0
Fixed Bearing	each	15	0	0	15	0
Steel Protective Coating	sq. ft.	45	45	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	440	106	193	141	0