ROUTE 0250 over RTE 29 BUSINESS

Map

Coordinates:
+38.05736, -78.49581
38°03'27" N, 78°29'45" W

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

Name:	ROUTE 0250 over RTE 29 BUSINESS
Structure number:	000000000020094
Location:	0060ST AN RD 0035WCL CHAR
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	84.0 ft. `[25.6 m]`
Total length:	236.9 ft. `[72.2 m]`
Roadway width between curbs:	84.0 ft. `[25.6 m]`
Deck width edge-to-edge:	102.0 ft. `[31.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	25°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1970
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:	4
Main spans material:	Steel `[3]`
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:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	59,708 `[as of 2014]`
Truck traffic:	2% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Underclearances appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	53.1
Recommended work:	Bridge deck rehabilitation with only incidental widening. `[36]`
Estimated cost of work:	$220,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Poor	Poor	Poor	Fair	59708	53.1
November 2017	Poor	Poor	Poor	Fair	59708	53.1
November 2016	Poor	Poor	Poor	Fair	59708	53.1
November 2015	Poor	Poor	Poor	Fair	59708	53.1
November 2014	Poor	Fair	Poor	Fair	16860	62.3
November 2013	Poor	Fair	Poor	Fair	16860	62.3
December 2012	Poor	Fair	Poor	Fair	16860	62.3
November 2011	Poor	Fair	Poor	Fair	16860	62.3
November 2009	Fair	Fair	Fair	Fair	16860	79.0
September 2007	Fair	Fair	Fair	Fair	16860	79.0
January 2006	Fair	Fair	Fair	Fair	16860	79.0
January 2004	Fair	Fair	Fair	Fair	16860	79.0
February 2002	Fair	Fair	Fair	Fair	16860	79.0
January 2000	Fair	Fair	Fair	Satisfactory	16860	77.0
January 1998	Fair	Fair	Fair	Satisfactory	16860	77.0
May 1996	Fair	Fair	Fair	Satisfactory	16860	77.0
April 1994	Fair	Good	Fair	Satisfactory	16860	67.9
January 1992	Fair	Good	Fair	Satisfactory	16860	70.0

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.	2,846	1,423	1,087	336	0
Steel Protective Coating	sq. ft.	25,614	20,491	0	4,787	336
Deck
Reinforced Concrete Deck	sq. ft.	24,666	15,093	7,027	2,546	0
Substructure
Reinforced Concrete Column	each	24	16	2	6	0
Reinforced Concrete Abutment	linear ft.	260	213	23	24	0
Reinforced Concrete Pier Cap	linear ft.	351	313	26	12	0
Joints
Compression Joint	linear ft.	460	410	0	50	0
Bearings
Movable Bearing	each	48	0	12	36	0
Steel Protective Coating	sq. ft.	48	0	0	12	36
Fixed Bearing	each	48	0	12	36	0
Steel Protective Coating	sq. ft.	48	0	0	12	36
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	475	465	8	2	0