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SR 0107 TR 107 over RUSHBROOK CREEK

Map

Coordinates:
+41.55539, -75.57100
41°33'19" N, 75°34'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0107 TR 107 over RUSHBROOK CREEK
Structure number:000000000020537
Old structure number:350107024000000 (from 1992 edition)
Location:SCOTT TWP .5M W SR 1006
Purpose:Carries highway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:27.9 ft. [8.5 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:27.2 ft. [8.3 m]
Deck width edge-to-edge:30.8 ft. [9.4 m]
Skew angle:48°
Owner:State Highway Agency [01]
Year built:1931
Year reconstructed:1984
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
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: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,306 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Sufficiency rating:68.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$147,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairSatisfactoryVery GoodFair330668.6
May 2014FairSatisfactoryVery GoodFair341968.5
May 2012FairSatisfactoryVery GoodFair345868.5
May 2010FairSatisfactoryVery GoodFair345568.5
May 2008FairGoodVery GoodFair289968.7
May 2006FairGoodVery GoodFair283468.8
May 2004FairGoodVery GoodFair308368.7
June 2002FairGoodVery GoodFair300568.7
August 2000FairGoodVery GoodFair297568.7
October 1998FairSatisfactoryGoodFair261775.2
January 1997FairSatisfactoryGoodFair269375.2
May 1995FairSatisfactoryGoodFair269373.9
July 1993FairGoodGoodFair234375.0
September 1991FairGoodGoodFair227175.1

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.111111000
Deck
Reinforced Concrete Decksq. ft.8918385300
Substructure
Reinforced Concrete Abutmentlinear ft.1351033200
Joints
Pourable Jointlinear ft.8600086
Bearings
Elastomeric Bearingeach88000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6060000
Steel Protective Coatingsq. ft.10,75310,753000