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HAYNES STREET over STONYCREEK RIVER

This bridge is no longer in the current National Bridge Inventory database, and has likely been demolished or abandoned.

Map

Coordinates:
+40.32205, -78.91655
40°19'19" N, 78°54'60" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HAYNES STREET over STONYCREEK RIVER
Structure number:000000000008774
Old structure number:117301808240020 (from 1992 edition)
Location:HAYNES STR.,JOHNSTOWN
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:108.9 ft. [33.2 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:53.5 ft. [16.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1922
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Arch - Deck [11]
Deck type:Not applicable [N]

Latest Available Inspection: April 2013

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:9,739 [as of 2013]
Truck traffic:10% of total traffic
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:46.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$3,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2013Poor-PoorPoor973946.8
April 2011Poor-PoorPoor973946.8
April 2009Poor-PoorPoor973946.8
May 2007Poor-PoorPoor973916.5
May 2005Poor-PoorPoor973945.3
June 2003Poor-PoorPoor973945.3
June 2001Poor-PoorPoor950045.4
June 1999Poor-PoorPoor950045.4
August 1997Poor-PoorPoor950049.7
August 1995Poor-PoorPoor950045.9
July 1993Poor-PoorPoor950045.9
August 1991Poor-PoorPoor950045.9