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COMMONWEALTH AVE. over BRIAR CREEK

Map

Coordinates:
+35.21260, -80.80030
35°12'45" N, 80°48'01" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:COMMONWEALTH AVE. over BRIAR CREEK
Structure number:000000001190427
Location:200' E.JCT.MORNINGSIDE DR
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:12.1 ft. [3.7 m]
Total length:41.0 ft. [12.5 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:60.0 ft. [18.3 m]
Skew angle:20°
Owner:City or Municipal Highway Agency [04]
Year built:1960
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:3
Main spans material:Concrete continuous [2]
Main spans design:Culvert [19]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,800 [as of 1993]
Truck traffic:7% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:97.8

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
April 2016Fair6 out of 101280097.8
April 2014Fair6 out of 101280097.8
April 2012Good7 out of 101280096.8
April 2010Good7 out of 101280097.8
April 2008Good7 out of 101280097.8
May 2006Good7 out of 101280097.8
April 2004Good7 out of 101280097.8
July 2002Good7 out of 101280097.8
September 2000Good7 out of 101280097.8
April 1998Good7 out of 101280094.8
May 1990Good7 out of 10900094.3