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NORTHSIDE DRIVE over JONES CREEK

Map

Coordinates:
+36.70375, -79.87351
36°42'14" N, 79°52'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NORTHSIDE DRIVE over JONES CREEK
Structure number:000000000027631
Location:AT CONN TO FAIRY STREET
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Deck width edge-to-edge:53.2 ft. [16.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:2005
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:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:7,072 [as of 2014]
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:100.0

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2018Good7 out of 107072100.0
March 2016Good7 out of 107072100.0
March 2014Good7 out of 10500100.0
March 2012Good7 out of 10500100.0
April 2010Good7 out of 10500100.0
June 2009Good7 out of 1050097.0
March 2008Good8 out of 1050094.0
April 2006Good7 out of 1050094.0