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PA 75; SR 0075 over BURNS CREEK

Map

Coordinates:
+40.22403, -77.69886
40°13'27" N, 77°41'56" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:PA 75; SR 0075 over BURNS CREEK
Structure number:000000000017357
Old structure number:280075084002900 (from 1992 edition)
Location:1 ML. N. OF DOYLESBURG
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Rural) [06]
Length of largest span:35.1 ft. [10.7 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,004 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:98.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$299,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
January 2018FairGoodGoodSatisfactory100498.9
February 2016FairGoodVery GoodSatisfactory105798.9
January 2014FairGoodVery GoodSatisfactory104797.9
January 2012FairGoodVery GoodSatisfactory101798.9
February 2010FairGoodVery GoodSatisfactory113098.8
February 2008FairGoodVery GoodSatisfactory111298.8
February 2006GoodGoodVery GoodGood110398.8
March 2004GoodGoodVery GoodGood106598.9
May 2002GoodGoodVery GoodGood104298.9
May 2000GoodGoodVery GoodGood122496.7
April 1998GoodVery GoodVery GoodVery Good119498.7
March 1996GoodVery GoodVery GoodVery Good114098.8
March 1994GoodVery GoodVery GoodVery Good110597.4
April 1992GoodExcellentExcellentExcellent108197.4
March 1990PoorGoodPoorFair104849.1

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.147147000
Deck
Reinforced Concrete Decksq. ft.1,46201,46200
Substructure
Reinforced Concrete Abutmentlinear ft.8680600
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7474000