RAMP 1 WHITEHURST over I-66 TO W.H. FRWY.

Map

Coordinates:
+38.90300, -77.05542
38°54'11" N, 77°03'20" W

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

Name:	RAMP 1 WHITEHURST over I-66 TO W.H. FRWY.
Structure number:	1303(RAMP 1)
Location:	WHITEHURST AT ROCK CREEK
Purpose:	Carries highway over highway and waterway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	112.9 ft. `[34.4 m]`
Total length:	856.0 ft. `[260.9 m]`
Roadway width between curbs:	20.0 ft. `[6.1 m]`
Deck width edge-to-edge:	24.9 ft. `[7.6 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1964
Year reconstructed:	1998
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	10
Main spans material:	Steel `[3]`
Main spans design:	Box beam or girders - Multiple `[05]`
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:	7,000 `[as of 2007]`
Truck traffic:	3% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
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]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	76.3
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$1,750,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
February 2017	Fair	Fair	Fair	Satisfactory	7000	76.3
October 2014	Fair	Fair	Fair	Satisfactory	7000	79.3
September 2014	Fair	Fair	Fair	Fair	7000	79.3
September 2012	Fair	Satisfactory	Fair	Fair	7000	80.3
September 2010	Fair	Satisfactory	Fair	Fair	7000	84.2
September 2008	Fair	Good	Fair	Good	7000	84.2
January 2006	Fair	Very Good	Fair	Good	7000	80.2
December 2003	Fair	Very Good	Fair	Good	7000	81.2
August 2001	Fair	Excellent	Fair	Good	7000	81.2
October 1998	Fair	Excellent	Fair	Good	7000	81.2
December 1993	Fair	Satisfactory	Fair	Good	7000	60.1
June 1990	Fair	Satisfactory	Good	Good	7000	71.3

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girder	linear ft.	856	711	91	54	0
Deck
Reinforced Concrete Top Flange	sq. ft.	21,400	18,172	3,194	34	0
Substructure
Reinforced Concrete Column	each	13	12	0	1	0
Reinforced Concrete Abutment	linear ft.	25	17	4	4	0
Reinforced Concrete Pier Cap	linear ft.	50	26	0	24	0
Joints
Compression Joint	linear ft.	75	33	0	25	17
Bearings
Movable Bearing	each	5	0	2	3	0
Steel Protective Coating	sq. ft.	14	0	4	0	10
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,712	1,642	55	15	0
Reinforced Concrete Bridge Rail	linear ft.	1,712	1,712	0	0	0