HRCP WBL over IS 64

Map

Coordinates:
+37.05910, -76.41830
37°03'33" N, 76°25'06" W

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

Name:	HRCP WBL over IS 64
Structure number:	000000000020281
Location:	0.50 Mi Fr Int Rte 600
Purpose:	Carries highway overpass over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	139.1 ft. `[42.4 m]`
Total length:	482.0 ft. `[146.9 m]`
Roadway width between curbs:	52.8 ft. `[16.1 m]`
Deck width edge-to-edge:	56.1 ft. `[17.1 m]`
Vertical clearance below bridge:	16.4 ft. `[5.0 m]`
Skew angle:	47°
Owner:	State Highway Agency `[01]`
Year built:	1989
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 continuous `[4]`
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	37,584 `[as of 2014]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	99.0

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2017	Fair	Good	Satisfactory	Good	37584	99.0
December 2015	Good	Good	Good	Good	37584	99.0
December 2013	Good	Good	Good	Good	5500	99.0
December 2011	Good	Good	Good	Good	5500	94.0
December 2009	Good	Good	Good	Good	5500	94.0
December 2007	Good	Good	Good	Good	5500	94.0
November 2005	Fair	Satisfactory	Good	Satisfactory	5500	95.0
November 2003	Fair	Satisfactory	Good	Satisfactory	5500	95.0
December 2001	Fair	Satisfactory	Good	Satisfactory	5500	95.0
November 1999	Fair	Fair	Very Good	Satisfactory	5500	94.0
November 1997	Fair	Satisfactory	Very Good	Good	5500	95.0
December 1995	Good	Good	Very Good	Good	5500	95.0
December 1993	Good	Very Good	Very Good	Very Good	5500	95.0
December 1991	Good	Very Good	Very Good	Very Good	5500	95.0

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.	5,377	4,923	406	48	0
Steel Protective Coating	sq. ft.	42,795	42,367	404	0	24
Deck
Reinforced Concrete Deck	sq. ft.	27,097	26,502	325	270	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Abutment	linear ft.	243	0	181	62	0
Reinforced Concrete Pier Cap	linear ft.	248	247	0	1	0
Joints
Strip Seal Joint	linear ft.	164	0	152	3	9
Bearings
Movable Bearing	each	28	6	8	14	0
Steel Protective Coating	sq. ft.	28	7	7	0	14
Fixed Bearing	each	7	4	3	0	0
Steel Protective Coating	sq. ft.	7	4	3	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	966	767	194	5	0