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COMMONWEALTH AVE. over BRIAR CREEK

Map

Coordinates:
+35.21270, -80.80048
35°12'46" N, 80°48'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

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:40.0 ft. [12.2 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]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:97.8

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
April 201697.8Fair6 out of 10-12800
April 201497.8Fair6 out of 10-12800
April 201296.8Good7 out of 10-12800
April 201097.8Good7 out of 10-12800
April 200897.8Good7 out of 10-12800
May 200697.8Good7 out of 10-12800
April 200497.8Good7 out of 10-12800
July 200297.8Good7 out of 10-12800
September 200097.8Good7 out of 10-12800
April 199894.8Good7 out of 10-12800
May 199094.3Good7 out of 10-9000