Share:

North Main Street over Meherrin River

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:
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

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactorySatisfactory1405975.0
March 2016FairSatisfactorySatisfactorySatisfactory1405972.0
March 2014FairSatisfactorySatisfactorySatisfactory1400072.0
March 2012FairSatisfactorySatisfactorySatisfactory1400072.0
March 2010FairSatisfactorySatisfactorySatisfactory1400072.0
March 2008FairSatisfactoryGoodGood1237072.2
March 2006GoodGoodGoodGood1237073.2
March 2004GoodGoodGoodGood1237073.2
March 2002GoodGoodGoodGood1237073.2
March 2000GoodGoodGoodGood1237073.2
May 1998GoodGoodGoodGood1237073.2
March 1996GoodGoodGoodGood1237073.2
April 1994GoodGoodGoodGood1237073.5
March 1992GoodVery GoodGoodGood1237073.5
March 1990FairSatisfactoryGoodGood1237073.5