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RTE 11 HUNTER VIA. over NS RWY & NORFOLK AVE

Roanoke, Virginia

Map

Coordinates:
+37.27253, -79.93749
37°16'21" N, 79°56'15" W

Facts

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

Name:	RTE 11 HUNTER VIA. over NS RWY & NORFOLK AVE
Structure number:	000000000021665
Location:	0024581 0023221
Purpose:	Carries highway and pedestrian walkway over highway and railroad
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	83.0 ft. `[25.3 m]`
Total length:	437.0 ft. `[133.2 m]`
Roadway width between curbs:	65.9 ft. `[20.1 m]`
Deck width edge-to-edge:	78.7 ft. `[24.0 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1999
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:	5
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: October 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	22,008 `[as of 2014]`
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Better than present minimum criteria `[7]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	89.7
Recommended work:	Other structural work, including hydraulic replacements. `[38]`
Estimated cost of work:	$67,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Good	22008	89.7
October 2016	Good	Good	Good	Good	22008	89.8
October 2014	Good	Good	Good	Good	22000	89.8
October 2012	Good	Good	Good	Good	22000	89.8
October 2010	Good	Good	Good	Good	19482	86.0
September 2008	Good	Good	Very Good	Good	19482	89.0
October 2006	Good	Good	Very Good	Good	28310	90.2
September 2004	Good	Good	Very Good	Good	28310	90.2
October 2002	Good	Very Good	Good	Good	28310	90.2
February 2001	Good	Very Good	Very Good	Good	28310	84.0
September 1999	Poor	Poor	Satisfactory	Poor	28310	48.2
December 1998	Poor	Poor	Satisfactory	Poor	28310	48.2
January 1998	Poor	Poor	Satisfactory	Poor	28310	48.2
November 1996	Poor	Poor	Satisfactory	Poor	28310	48.2
November 1995	Poor	Poor	Satisfactory	Poor	28310	49.3
November 1994	Poor	Poor	Satisfactory	Poor	22000	50.2
November 1993	Poor	Poor	Satisfactory	Poor	22000	50.2
November 1992	Poor	Poor	Satisfactory	Poor	22000	50.2
November 1991	Poor	Poor	Good	Poor	22000	49.1

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.	4,840	4,833	7	0	0
Deck
Reinforced Concrete Deck	sq. ft.	31,430	31,423	7	0	0
Wearing Surfaces	sq. ft.	24,600	24,600	0	0	0
Substructure
Reinforced Concrete Column	each	19	0	5	7	7
Reinforced Concrete Pier Wall	linear ft.	120	0	15	40	65
Reinforced Concrete Abutment	linear ft.	170	90	70	10	0
Reinforced Concrete Pier Cap	linear ft.	370	357	13	0	0
Joints
Strip Seal Joint	linear ft.	230	0	0	58	172
Compression Joint	linear ft.	130	0	0	130	0
Bearings
Movable Bearing	each	77	2	59	16	0
Fixed Bearing	each	31	0	20	7	4
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	812	0	0	528	284

© 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/1582198