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COLONY ROAD over BRIER CREEK

Map

Coordinates:
+35.17394, -80.83311
35°10'26" N, 80°49'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COLONY ROAD over BRIER 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:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:6,700 [as of 2012]
Truck traffic:7% of total traffic
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Moderate to major deterioration or disintegration, extensive cracking and leaching or spalls on concrete or masonry walls and slabs. Minor settlement or misalignment. Noticeable scouring or erosion at curtain walls, wingwalls or pipes. Metal culverts have significant distortion and deflection in one section, significant corrosion or deep pitting. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.1

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
March 2016Fair5 out of 10670086.1
March 2014Fair6 out of 10670097.5
April 2012Good7 out of 10610097.7
April 2010Good7 out of 10610097.7
April 2008Good7 out of 10610097.7
May 2006Good7 out of 10610097.7
April 2004Good7 out of 10610097.7
July 2002Good7 out of 10610097.7
October 2000Good7 out of 10610097.7
March 1998Good7 out of 10610097.7
May 1990Fair6 out of 10100100.0