Share:

COLONY ROAD over BRIER 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 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]
Operating rating:45.9 tons [41.7 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:86.1

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
March 201686.1Fair5 out of 10-6700
March 201497.5Fair6 out of 10-6700
April 201297.7Good7 out of 10-6100
April 201097.7Good7 out of 10-6100
April 200897.7Good7 out of 10-6100
May 200697.7Good7 out of 10-6100
April 200497.7Good7 out of 10-6100
July 200297.7Good7 out of 10-6100
October 200097.7Good7 out of 10-6100
March 199897.7Good7 out of 10-6100
May 1990100.0Fair6 out of 10-100