Share:

SR 0438 TR 438 over TRIB S BR TUNKHANNOCK CK

Map

Coordinates:
+41.53478, -75.61134
41°32'05" N, 75°36'41" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR 0438 TR 438 over TRIB S BR TUNKHANNOCK CK
Structure number:000000000020635
Old structure number:350438023021400 (from 1992 edition)
Location:SCOTT TWP 550' W TR 247
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Major Collector (Rural) [07]
Length of largest span:23.0 ft. [7.0 m]
Total length:24.9 ft. [7.6 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Skew angle:46°
Owner:State Highway Agency [01]
Year built:1941
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Main span material:Concrete [1]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:967 [as of 2016]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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: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 assessed or calculated scour condition. [5]
Sufficiency rating:79.6
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$221,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairFairFairSatisfactory96779.6
July 2014FairFairFairSatisfactory99879.6
July 2012FairFairSatisfactorySatisfactory100490.6
July 2010FairFairSatisfactorySatisfactory119790.6
July 2008FairFairSatisfactorySatisfactory119790.6
July 2006FairFairFairSatisfactory175480.4
July 2004FairFairSatisfactorySatisfactory169990.6
July 2002FairFairSatisfactorySatisfactory168290.6
August 2000FairFairSatisfactorySatisfactory198089.4
September 1998FairFairSatisfactorySatisfactory194189.4
February 1997FairSatisfactorySatisfactorySatisfactory212789.3
May 1995FairSatisfactorySatisfactorySatisfactory208182.7
July 1993FairSatisfactorySatisfactorySatisfactory202084.2
October 1991FairSatisfactorySatisfactorySatisfactory196285.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.16912930100
Deck
Reinforced Concrete Decksq. ft.86471714700
Wearing Surfacessq. ft.72460112300
Substructure
Reinforced Concrete Abutmentlinear ft.132013200
Joints
Pourable Jointlinear ft.9898000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.5151000
Steel Protective Coatingsq. ft.10,75310,753000