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WINGOHOCKING STR. over FRANKFORD CREEK

Map 

Coordinates:
+40.01478, -75.09438
40°00'53" N, 75°05'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WINGOHOCKING STR. over FRANKFORD CREEK
Structure number:000000000039216
Old structure number:677301012002070 (from 1992 edition)
Location:E.OF CASTOR AVE. 29F01
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:62.0 ft. [18.9 m]
Total length:69.9 ft. [21.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1951
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Concrete [1]
Main span design:Frame [07]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2014 

Status:Open, no restriction [A]
Average daily traffic:7,100 [as of 1980]
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:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:98.8 tons [89.8 metric tons]
Inventory rating:46.9 tons [42.6 metric tons]
Sufficiency rating:96.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201496.7Not deficientSatisfactorySatisfactorySatisfactory7100
October 201296.7Not deficientSatisfactorySatisfactorySatisfactory7100
October 201096.7Not deficientSatisfactorySatisfactorySatisfactory7100
October 200896.7Not deficientSatisfactorySatisfactorySatisfactory7100
October 200696.7Not deficientSatisfactorySatisfactorySatisfactory7100
January 200796.7Not deficientSatisfactorySatisfactorySatisfactory7100
October 200496.3Not deficientSatisfactorySatisfactorySatisfactory7100
October 200296.3Not deficientSatisfactorySatisfactorySatisfactory7100
October 200096.3Not deficientSatisfactorySatisfactorySatisfactory7100
October 199896.3Not deficientSatisfactorySatisfactorySatisfactory7100
October 199680.1Functionally obsoleteSatisfactorySatisfactorySatisfactory7100
October 199480.3Functionally obsoleteSatisfactorySatisfactorySatisfactory7100
October 199280.3Functionally obsoleteSatisfactorySatisfactorySatisfactory7100
October 199073.3Structurally deficientPoorSatisfactorySatisfactory7100