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WEST 150TH ST CR 6 over BRANCH OF BIG CREEK

Map

Coordinates:
+41.42361, -81.80139
41°25'25" N, 81°48'05" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:WEST 150TH ST CR 6 over BRANCH OF BIG CREEK
Structure number:1834304
Location:2000' N OF BROOKPARK RD
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:21.0 ft. [6.4 m]
Total length:44.6 ft. [13.6 m]
Skew angle:41°
Owner:County Highway Agency [02]
Year built:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:16,486 [as of 2015]
Truck traffic:8% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Superior to present desirable criteria [9]
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]
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:44.6 tons [40.5 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:90.9

Previous Inspections

DateSuff. RatingConditionCulvert ConditionSD/FOADT
May 201690.9Fair6 out of 10-16486
May 201588.3Fair6 out of 10-32862
May 201489.8Fair6 out of 10-32862
May 201389.3Fair6 out of 10-32862
August 201289.3Fair6 out of 10-32862
August 201189.3Fair6 out of 10-32862
August 201089.3Fair6 out of 10-32862
September 200989.2Fair6 out of 10-32862
July 200890.8Good7 out of 10-32862
July 200790.8Good7 out of 10-32862
May 200590.8Good7 out of 10-32862
May 200490.8Good7 out of 10-32862
May 200390.8Good7 out of 10-32862
January 200390.8Good7 out of 10-32862
July 200195.0Good7 out of 10-17645
June 199995.0Fair6 out of 10-17645
May 199894.0Good7 out of 10-17645
August 199793.0Good8 out of 10-17645
August 199694.0Good7 out of 10-17645