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Wyoming Avenue over Fisher's La & Tacony Crk

Map

Coordinates:
+40.01940, -75.10670
40°01'10" N, 75°06'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Wyoming Avenue over Fisher's La & Tacony Crk
Structure number:000000000039221
Old structure number:677301013002920 (from 1992 edition)
Location:E. of "H" Street 18E13
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Local (Urban) [19]
Length of largest span:172.9 ft. [52.7 m]
Total length:693.9 ft. [211.5 m]
Roadway width between curbs:53.5 ft. [16.3 m]
Deck width edge-to-edge:68.6 ft. [20.9 m]
Vertical clearance above deck:15.1 ft. [4.6 m]
Vertical clearance below bridge:23.0 ft. [7.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1979
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:4
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:15,300 [as of 1973]
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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 the assessed or calculated scour condition. [8]
Sufficiency rating:76.5
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,934,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairSatisfactorySatisfactorySatisfactory1530076.5
November 2014FairSatisfactorySatisfactorySatisfactory1530076.5
November 2012FairSatisfactorySatisfactoryGood1530076.5
November 2010FairSatisfactorySatisfactoryGood1530076.5
November 2008FairSatisfactorySatisfactoryGood1530076.5
January 2007FairSatisfactorySatisfactoryGood1530064.8
November 2006FairSatisfactorySatisfactoryGood1530076.5
November 2004FairSatisfactorySatisfactoryGood1530082.7
November 2002FairSatisfactorySatisfactoryGood1530076.5
November 2000FairSatisfactorySatisfactoryGood1530076.5
November 1998FairSatisfactorySatisfactoryGood1530076.5
November 1996FairSatisfactoryGoodGood1530064.5
November 1994FairSatisfactoryGoodGood1530058.5
November 1992FairSatisfactoryGoodGood1530058.5
November 1990FairFairGoodGood1530058.4