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WELSH ROAD over PENNYPACK CREEK

Map 

Coordinates:
+40.04947, -75.02631
40°02'58" N, 75°01'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:WELSH ROAD over PENNYPACK CREEK
Structure number:000000000039251
Old structure number:677301023002830 (from 1992 edition)
Location:N.ROWLAND AVE. 09C13
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:89.9 ft. [27.4 m]
Total length:217.9 ft. [66.4 m]
Roadway width between curbs:50.2 ft. [15.3 m]
Deck width edge-to-edge:76.4 ft. [23.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1931
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]

Latest Available Inspection: July 2014 

Status:Open, no restriction [A]
Average daily traffic:11,600 [as of 1980]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Superior to present desirable criteria [9]
Deck geometry 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 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:98.8 tons [89.8 metric tons]
Inventory rating:98.8 tons [89.8 metric tons]
Sufficiency rating:98.4
Estimated cost of work:$2,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201498.4Not deficient-SatisfactorySatisfactory11600
July 201298.4Not deficient-SatisfactorySatisfactory11600
July 201098.4Not deficient-SatisfactorySatisfactory11600
July 200898.4Not deficient-SatisfactorySatisfactory11600
July 200698.4Not deficient-SatisfactorySatisfactory11600
July 200498.4Not deficient-SatisfactorySatisfactory11600
July 200297.4Not deficient-SatisfactorySatisfactory11600
July 200077.9Functionally obsolete-SatisfactorySatisfactory11600
July 199877.9Functionally obsolete-SatisfactorySatisfactory11600
July 199678.9Functionally obsolete-SatisfactorySatisfactory11600
July 199468.4Not deficient---11600
July 199268.4Not deficient---11600
July 199068.4Not deficient---11600