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North Main Street over Meherrin River

Emporia, Virginia

Map

Coordinates:
+36.68955, -77.54139
36°41'22" N, 77°32'29" W

Facts

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

Name:	North Main Street over Meherrin River
Structure number:	000000000020240
Location:	0.41 TO 58 / 1.11SCL-EMPO
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Minor Arterial (Urban) `[16]`
Length of largest span:	109.9 ft. `[33.5 m]`
Total length:	278.9 ft. `[85.0 m]`
Roadway width between curbs:	47.9 ft. `[14.6 m]`
Deck width edge-to-edge:	62.7 ft. `[19.1 m]`
Skew angle:	3°
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:	4
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: March 2018

Good/Fair/Poor Condition:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	14,059 `[as of 2014]`
Truck traffic:	1% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	75.0
Recommended work:	Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. `[31]`
Estimated cost of work:	$2,363,000

Previous Inspections

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
March 2018	Fair	Satisfactory	Satisfactory	Satisfactory	14059	75.0
March 2016	Fair	Satisfactory	Satisfactory	Satisfactory	14059	72.0
March 2014	Fair	Satisfactory	Satisfactory	Satisfactory	14000	72.0
March 2012	Fair	Satisfactory	Satisfactory	Satisfactory	14000	72.0
March 2010	Fair	Satisfactory	Satisfactory	Satisfactory	14000	72.0
March 2008	Fair	Satisfactory	Good	Good	12370	72.2
March 2006	Good	Good	Good	Good	12370	73.2
March 2004	Good	Good	Good	Good	12370	73.2
March 2002	Good	Good	Good	Good	12370	73.2
March 2000	Good	Good	Good	Good	12370	73.2
May 1998	Good	Good	Good	Good	12370	73.2
March 1996	Good	Good	Good	Good	12370	73.2
April 1994	Good	Good	Good	Good	12370	73.5
March 1992	Good	Very Good	Good	Good	12370	73.5
March 1990	Fair	Satisfactory	Good	Good	12370	73.5

© 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/1581372