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CASTOR AVENUE over FRANKFORD CREEK

Map

Coordinates:
+40.01601, -75.09704
40°00'58" N, 75°05'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:CASTOR AVENUE over FRANKFORD CREEK
Structure number:000000000038752
Old structure number:671005008007790 (from 1992 edition)
Location:S.WYOMING AVENUE 3481E08
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:60.0 ft. [18.3 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:63.0 ft. [19.2 m]
Owner:State Highway Agency [01]
Year built:1949
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,185 [as of 2015]
Truck traffic:9% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:41.9 tons [38.1 metric tons]
Inventory rating:25.0 tons [22.7 metric tons]
Sufficiency rating:80.7
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$297,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
December 201580.7FairFairSatisfactorySatisfactory-10185
January 201477.0FairFairSatisfactorySatisfactory-18396
February 201277.2FairFairSatisfactorySatisfactory-19565
March 201076.6FairFairSatisfactorySatisfactory-19616
March 200877.2FairFairSatisfactorySatisfactory-18319
March 200666.1FairFairFairSatisfactory-17941
March 200463.8FairFairFairSatisfactory-21785
February 200276.8FairSatisfactorySatisfactorySatisfactory-21002
January 200089.3FairSatisfactorySatisfactorySatisfactory-20527
January 199894.3FairSatisfactorySatisfactorySatisfactory-7192
February 199690.5FairFairSatisfactorySatisfactory-14600
May 199491.5FairSatisfactorySatisfactoryGood-14600
May 199291.5FairSatisfactoryGoodGood-14600
May 199091.5FairSatisfactoryGoodGood-14600