Share:

SR 2028,ENTERPRIZE over OVER PINE CREEK

Map

Coordinates:
+41.62006, -79.63733
41°37'12" N, 79°38'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 2028,ENTERPRIZE over OVER PINE CREEK
Structure number:000000000013270
Old structure number:202028001005330 (from 1992 edition)
Location:OIL CREEK TOWNSHIP
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:74.2 ft. [22.6 m]
Total length:150.9 ft. [46.0 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:31.2 ft. [9.5 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1940
Year reconstructed:2013
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Prestressed concrete [5]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:1,561 [as of 2016]
Truck traffic:13% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:90.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$81,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodExcellentExcellentVery Good156190.0
November 2015GoodExcellentVery GoodVery Good209588.4
November 2013GoodExcellentExcellentVery Good208772.5
November 2011PoorSatisfactorySeriousSatisfactory166611.9
November 2009PoorSatisfactorySeriousSatisfactory19309.9
November 2007PoorSatisfactorySeriousSatisfactory19299.9
November 2005FairSatisfactoryFairSatisfactory215964.2
November 2003FairSatisfactoryFairSatisfactory204366.4
January 2002FairSatisfactoryFairSatisfactory215266.2
November 1999FairSatisfactoryFairSatisfactory211766.3
October 1997FairSatisfactoryFairSatisfactory42776.7
October 1995FairSatisfactoryFairSatisfactory244665.5
September 1993FairSatisfactoryFairSatisfactory237465.6
August 1991FairFairFairSatisfactory234161.1

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.608608000
Deck
Reinforced Concrete Decksq. ft.4,6724,672000
Wearing Surfacessq. ft.4,0884,088000
Substructure
Reinforced Concrete Pier Walllinear ft.5050000
Reinforced Concrete Abutmentlinear ft.9292000
Bearings
Elastomeric Bearingeach1616000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.292292000