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HULTON BR over N & S RR ALLEGHENY RIVER

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

Map

Coordinates:
+40.52829, -79.84964
40°31'42" N, 79°50'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HULTON BR over N & S RR ALLEGHENY RIVER
Structure number:000000000001634
Old structure number:022082001001480 (from 1992 edition)
Location:OAKMONT BORO HULTON BRIDG
Purpose:Carries highway and pedestrian walkway over railroad and waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:504.9 ft. [153.9 m]
Total length:1544.0 ft. [470.6 m]
Roadway width between curbs:21.0 ft. [6.4 m]
Deck width edge-to-edge:22.3 ft. [6.8 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Vertical clearance below bridge:3280.7 ft. [999.9 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1909
Year reconstructed:2000
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:5
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: September 2014

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:19,217 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Satisfactory [6 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]
Underclearances appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Pier/abutment protection:Navigation protection not required [1]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:16.6
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$9,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2014PoorSatisfactoryPoorSatisfactory1921716.6
September 2012PoorSatisfactoryPoorSatisfactory198320.0
September 2011PoorSatisfactoryPoorSatisfactory198320.0
September 2010FairSatisfactoryFairSatisfactory200466.3
October 2009PoorSatisfactoryPoorSatisfactory200462.0
September 2008FairSatisfactoryFairSatisfactory200462.0
October 2006FairSatisfactoryFairSatisfactory219572.0
November 2004FairSatisfactoryFairSatisfactory217403.0
November 2002FairSatisfactoryFairSatisfactory213125.0
February 2001FairSatisfactoryFairSatisfactory239395.0
October 2000FairSatisfactoryFairSatisfactory239395.0
September 1998FairSatisfactoryFairSatisfactory232485.0
February 1997FairSatisfactoryFairSatisfactory243394.0
November 1994FairSatisfactoryFairGood925548.4
December 1992FairSatisfactorySatisfactoryGood910961.9
September 1990PoorSatisfactorySeriousFair871019.0