Share:

STRATHMORE AVENUE over WESTERN RUN

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

Facts 

Name:STRATHMORE AVENUE over WESTERN RUN
Structure number:200000BC2503010
Location:0.1 MI N CROSS COUNTRY BL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:28.9 ft. [8.8 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:46.3 ft. [14.1 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015 

Status:Posted for load [P]
Average daily traffic:10,700 [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:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:36.4 tons [33.1 metric tons]
Inventory rating:22.0 tons [20.0 metric tons]
Sufficiency rating:68.3
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$116,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201568.3Not deficientFairFairFair10700
December 201469.9Not deficientFairFairFair10700
December 201373.2Not deficientFairFairFair10700
December 201269.5Not deficientFairFairFair10700
December 201169.5Not deficientFairFairFair10700
July 201070.5Not deficientSatisfactoryFairFair10700
October 200968.5Not deficientFairFairFair10700
October 200768.5Not deficientFairFairFair10700
October 200568.5Not deficientFairFairFair10700
August 200368.5Not deficientFairFairFair10700
September 200368.5Not deficientFairFairFair10700
November 200169.7Not deficientSatisfactorySatisfactoryFair9300
November 199969.7Not deficientSatisfactorySatisfactoryFair9300
December 199770.7Not deficientSatisfactorySatisfactoryFair9300
January 199770.7Not deficientSatisfactorySatisfactoryFair9300
July 199569.9Not deficientSatisfactorySatisfactoryFair9300
October 199282.9Not deficientSatisfactorySatisfactorySatisfactory973
November 199056.8Structurally deficientGoodGoodPoor973