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PA TURNPIKE(I-76) over RAYSTN BR JUNIATA;B-347

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

Map

Coordinates:
+40.02333, -78.58167
40°01'24" N, 78°34'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PA TURNPIKE(I-76) over RAYSTN BR JUNIATA;B-347
Structure number:000000000004416
Location:EAST OF MANNS CHOICE
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Tolls:Yes, on toll road [2]
Length of largest span:109.9 ft. [33.5 m]
Total length:264.1 ft. [80.5 m]
Roadway width between curbs:79.1 ft. [24.1 m]
Deck width edge-to-edge:84.6 ft. [25.8 m]
Skew angle:45°
Owner:State Toll Authority [31]
Year built:1939
Year reconstructed:1992
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: August 2012

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:31,200 [as of 2012]
Truck traffic:36% of total traffic
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: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 assessed or calculated scour condition. [5]
Sufficiency rating:85.0
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$4,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2012FairSatisfactorySatisfactorySatisfactory3120085.0
August 2010FairSatisfactorySatisfactorySatisfactory3060085.0
August 2008FairSatisfactorySatisfactorySatisfactory3060085.0