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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 2014 

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:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:84.8 tons [77.1 metric tons]
Inventory rating:40.9 tons [37.2 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:69.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$41,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201469.9Structurally deficientFairFairPoor600
October 201283.9Not deficientFairFairFair600
October 201084.9Not deficientFairFairFair600
November 200986.9Not deficientFairFairFair600
November 200786.9Not deficientFairFairFair600
September 200586.9Not deficientFairFairFair580
August 200386.9Not deficientFairSatisfactoryFair580
November 200186.9Not deficientFairSatisfactoryFair500
November 199986.9Not deficientFairSatisfactoryFair500
December 199787.9Not deficientSatisfactorySatisfactoryFair500
January 199787.9Not deficientSatisfactorySatisfactoryFair500
February 199588.0Not deficientSatisfactorySatisfactoryFair500
October 199288.0Not deficientSatisfactorySatisfactoryFair500
October 199086.0Not deficientGoodGoodFair500