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Riverside Drive EB over Sandy Creek

Danville, Virginia

Map

Coordinates:
+36.59265, -79.41525
36°35'34" N, 79°24'55" W

Facts

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

Name:	Riverside Drive EB over Sandy Creek
Structure number:	000000000020195
Location:	001529 026029BUS
Purpose:	Carries highway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	62.0 ft. `[18.9 m]`
Total length:	62.0 ft. `[18.9 m]`
Roadway width between curbs:	58.1 ft. `[17.7 m]`
Deck width edge-to-edge:	61.7 ft. `[18.8 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1948
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span 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: December 2018

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	12,500 `[as of 2017]`
Truck traffic:	6% of total traffic
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:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Better than present minimum criteria `[7]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. `[6]`
Pier/abutment protection:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	91.9

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
December 2018	Good	Good	Good	Good	12500	91.9
December 2016	Good	Good	Good	Good	12741	91.9
December 2014	Good	Good	Good	Good	27000	93.4
December 2012	Good	Good	Good	Good	27000	93.4
December 2010	Good	Good	Good	Good	12000	94.9
November 2008	Good	Good	Good	Good	12000	97.9
November 2006	Good	Good	Good	Good	12000	97.9
November 2004	Good	Good	Good	Good	12000	97.9
December 2002	Good	Good	Good	Good	12000	97.9
November 2000	Good	Good	Good	Good	12000	73.2
February 1999	Good	Good	Good	Good	12000	73.2
November 1996	Good	Good	Very Good	Good	12000	73.2
November 1994	Good	Good	Very Good	Very Good	12000	73.5
November 1992	Good	Very Good	Very Good	Very Good	12000	73.5
November 1990	Good	Very Good	Very Good	Very Good	12000	71.5

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.	600	588	12	0	0
Steel Protective Coating	sq. ft.	5,256	5,151	0	105	0
Deck
Reinforced Concrete Deck	sq. ft.	3,825	3,295	530	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	124	87	26	11	0
Bearings
Movable Bearing	each	10	3	0	7	0
Steel Protective Coating	sq. ft.	20	8	0	0	12
Fixed Bearing	each	10	10	0	0	0
Steel Protective Coating	sq. ft.	20	8	0	0	12
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	62	62	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	62	62	0	0	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/1581340