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COTTONWORTH AVENUE over WESTERN RUN

Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:COTTONWORTH AVENUE over WESTERN RUN
Structure number:200000BC3502010
Location:0.03 MI W SMITH AVE-FALLS
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:35.1 ft. [10.7 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:29.9 ft. [9.1 m]
Deck width edge-to-edge:42.3 ft. [12.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: October 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2007]
Truck traffic:5% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:86.4 tons [78.5 metric tons]
Inventory rating:51.9 tons [47.2 metric tons]
Sufficiency rating:85.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$41,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201685.9FairFairFairFair-600
October 201469.9PoorFairFairPoorSD600
October 201283.9FairFairFairFair-600
October 201084.9FairFairFairFair-600
November 200986.9FairFairFairFair-600
November 200786.9FairFairFairFair-600
September 200586.9FairFairFairFair-580
August 200386.9FairFairSatisfactoryFair-580
November 200186.9FairFairSatisfactoryFair-500
November 199986.9FairFairSatisfactoryFair-500
December 199787.9FairSatisfactorySatisfactoryFair-500
January 199787.9FairSatisfactorySatisfactoryFair-500
February 199588.0FairSatisfactorySatisfactoryFair-500
October 199288.0FairSatisfactorySatisfactoryFair-500
October 199086.0FairGoodGoodFair-500