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BARRINGTON DRIVE over BRIAR CREEK

Map 

Coordinates:
+35.25702, -80.75200
35°15'25" N, 80°45'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BARRINGTON DRIVE over BRIAR 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:MS 18+Mod / HS 20+Mod [6]
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 2014 

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 being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:99.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
April 201499.7Not deficient---3000
April 201299.7Not deficient---3000
April 201099.7Not deficient---3000
April 200899.7Not deficient---3000
March 200699.7Not deficient---3000
April 200499.7Not deficient---3000
July 200299.7Not deficient---3000
September 200099.7Not deficient---3000
April 199899.7Not deficient---3000
June 199696.7Not deficient---3000
August 199499.8Not deficient---3000
July 199299.8Not deficient---3000
June 199099.8Not deficient---3000