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ROUTE 0250 over RUGBY AVE

Charlottesville, Virginia

Map

Coordinates:
+38.04576, -78.47894
38°02'45" N, 78°28'44" W

Facts

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

Name:	ROUTE 0250 over RUGBY AVE
Structure number:	000000000020092
Location:	0080STANRD 0047PARK ST
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	75.1 ft. `[22.9 m]`
Total length:	182.1 ft. `[55.5 m]`
Roadway width between curbs:	62.0 ft. `[18.9 m]`
Deck width edge-to-edge:	80.1 ft. `[24.4 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
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:	3
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]`

Latest Available Inspection: August 2018

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	33,712 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	51.6
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$80,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2018	Poor	Fair	Poor	Satisfactory	33712	51.6
November 2017	Poor	Fair	Poor	Satisfactory	33712	51.6
November 2016	Poor	Fair	Poor	Satisfactory	33712	51.6
November 2015	Poor	Fair	Poor	Satisfactory	33712	51.6
November 2014	Poor	Fair	Poor	Satisfactory	28750	52.8
November 2013	Poor	Fair	Poor	Satisfactory	28750	55.1
December 2012	Poor	Fair	Poor	Satisfactory	28750	55.1
November 2011	Poor	Fair	Poor	Satisfactory	28750	55.1
November 2009	Fair	Fair	Fair	Satisfactory	28750	72.8
September 2007	Fair	Fair	Fair	Satisfactory	28750	72.8
January 2006	Fair	Fair	Fair	Satisfactory	28750	72.8
January 2004	Fair	Fair	Fair	Satisfactory	28750	72.8
January 2002	Fair	Fair	Fair	Satisfactory	28750	72.8
January 2000	Fair	Fair	Fair	Good	28750	72.8
January 1998	Fair	Fair	Fair	Good	28750	72.8
May 1996	Fair	Fair	Fair	Good	28750	70.6
April 1994	Fair	Good	Fair	Very Good	28750	78.7
January 1992	Fair	Good	Fair	Very Good	28750	78.7

Element Data

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.	1,916	0	1,401	515	0
Steel Protective Coating	sq. ft.	8,514	0	6,812	1,702	0
Deck
Reinforced Concrete Deck	sq. ft.	11,899	11,665	26	208	0
Substructure
Reinforced Concrete Column	each	12	8	2	2	0
Reinforced Concrete Abutment	linear ft.	165	136	25	4	0
Reinforced Concrete Pier Cap	linear ft.	170	147	4	19	0
Joints
Pourable Joint	linear ft.	340	330	10	0	0
Bearings
Movable Bearing	each	36	0	20	16	0
Steel Protective Coating	sq. ft.	36	0	0	20	16
Fixed Bearing	each	36	0	20	16	0
Steel Protective Coating	sq. ft.	36	0	0	20	16
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	318	300	0	18	0

© Copyright 2012-20, James Baughn
Disclaimer: All data is taken from the National Bridge Inventory and has not been verified.
This page's URL is http://bridgereports.com/1581275