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PORTERSVILLE ROAD over SLIPPERY ROCK CREEK

Map

Coordinates:
+40.86112, -80.24333
40°51'40" N, 80°14'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PORTERSVILLE ROAD over SLIPPERY ROCK CREEK
Structure number:000000000022341
Old structure number:370488006000000 (from 1992 edition)
Location:300 FT SW OF SR 2003
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:167.0 ft. [50.9 m]
Total length:312.0 ft. [95.1 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:37.1 ft. [11.3 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:2018
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:5,057 [as of 2018]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,515,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2018GoodVery GoodVery GoodVery Good505796.5
September 2016PoorFairPoorFair52314.0
September 2014PoorFairPoorFair534010.7
September 2012PoorFairPoorFair63249.4
September 2010PoorFairPoorFair71645.6
September 2008PoorFairPoorFair716446.2
September 2006PoorFairPoorFair762545.9
September 2004PoorFairPoorFair669746.6
September 2002PoorFairPoorFair652746.7
October 2000PoorFairPoorFair646246.7
August 1998PoorFairPoorFair522547.5
November 1996PoorFairPoorFair578138.6
August 1994PoorFairPoorFair564036.1
July 1992PoorFairPoorFair471937.0
June 1990PoorFairPoorFair465437.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,2511,251000
Steel Protective Coatingsq. ft.78,60578,605000
Deck
Reinforced Concrete Decksq. ft.11,57211,572000
Substructure
Reinforced Concrete Pier Walllinear ft.5353000
Other Material Abutmentlinear ft.9494000
Joints
Strip Seal Jointlinear ft.106010600
Bearings
Disk Bearingeach1212000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.626626000
Reinforced Concrete Bridge Raillinear ft.626626000