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BARRINGTON DRIVE over BRIER CREEK

Map

Coordinates:
+35.25701, -80.75199
35°15'25" N, 80°45'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BARRINGTON DRIVE over BRIER CREEK
Structure number:000000001190435
Old structure number:000000000119435 (from 1992 edition)
Location:200 FT.N.SOMERSWORTH DR.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:11.2 ft. [3.4 m]
Total length:24.0 ft. [7.3 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1975
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 1990]
Truck traffic:7% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:Navigation protection not required [1]
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:99.7

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Good7 out of 10300099.7
April 2014Good7 out of 10300099.7
April 2012Good7 out of 10300099.7
April 2010Fair6 out of 10300099.7
April 2008Fair6 out of 10300099.7
March 2006Fair6 out of 10300099.7
April 2004Good7 out of 10300099.7
July 2002Good7 out of 10300099.7
September 2000Good7 out of 10300099.7
April 1998Good7 out of 10300099.7
June 1996Good7 out of 10300096.7
August 1994Good7 out of 10300099.8
July 1992Good7 out of 10300099.8
June 1990Fair6 out of 10300099.8