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COLONY ROAD over BRIAR CREEK

Map 

Coordinates:
+35.17307, -80.83185
35°10'23" N, 80°49'55" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COLONY ROAD over BRIAR CREEK
Structure number:000000001190447
Location:200'E.JCT.PICARDY PLACE
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:34.1 ft. [10.4 m]
Total length:36.1 ft. [11.0 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1950
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2014 

Status:Open, no restriction [A]
Average daily traffic:6,700 [as of 2012]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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]
Pier/abutment protection:Navigation protection not required [1]
Culvert condition:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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:97.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201497.5Not deficient---6700
April 201297.7Not deficient---6100
April 201097.7Not deficient---6100
April 200897.7Not deficient---6100
May 200697.7Not deficient---6100
April 200497.7Not deficient---6100
July 200297.7Not deficient---6100
October 200097.7Not deficient---6100
March 199897.7Not deficient---6100
May 1990100.0Not deficient---100