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SR3031 HOADLEYS RD over MIDDLE CREEK

Map

Coordinates:
+41.50582, -75.27596
41°30'21" N, 75°16'33" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SR3031 HOADLEYS RD over MIDDLE CREEK
Structure number:000000000035718
Old structure number:633031010000000 (from 1992 edition)
Location:CHERRY RIDGE .5 M S TR191
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:69.9 ft. [21.3 m]
Total length:74.2 ft. [22.6 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Owner:State Highway Agency [01]
Year built:1920
Year reconstructed:1943
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Posted for load [P]
Average daily traffic:918 [as of 2017]
Truck traffic:6% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Poor [4 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
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:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:31.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,016,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorFairPoorPoor91831.5
May 2015FairFairFairFair91548.3
May 2013FairFairFairFair91548.3
May 2012FairFairFairSatisfactory88852.8
May 2011FairFairFairSatisfactory88852.8
August 2010FairFairFairSatisfactory87152.8
May 2009FairFairFairSatisfactory87152.8
June 2007FairFairFairSatisfactory99366.2
June 2006FairFairFairSatisfactory93656.8
June 2005FairFairFairSatisfactory90456.5
July 2004FairFairFairSatisfactory90456.5
May 2003FairFairFairSatisfactory79355.7
June 2001FairFairFairSatisfactory76555.8
June 1999FairFairSatisfactorySatisfactory75668.1
November 1997FairFairSatisfactorySatisfactory71669.7
April 1996FairFairSatisfactorySatisfactory69877.3
April 1994PoorPoorSatisfactorySatisfactory66173.8
June 1992PoorPoorSatisfactorySatisfactory64973.8
September 1990PoorPoorSatisfactorySatisfactory73973.6

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.140070700
Steel Protective Coatingsq. ft.10,75310,753000
Steel Stringerlinear ft.3590300590
Steel Protective Coatingsq. ft.10,75310,753000
Deck
Reinforced Concrete Decksq. ft.1,8041,7149000
Wearing Surfacessq. ft.1,6541,5718300
Superstructure
Steel Floor Beamlinear ft.105080250
Steel Protective Coatingsq. ft.10,75310,753000
Substructure
Reinforced Concrete Abutmentlinear ft.65541100
Bearings
Movable Bearingeach20200
Steel Protective Coatingsq. ft.10,75310,753000
Fixed Bearingeach20200
Steel Protective Coatingsq. ft.10,75310,753000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.150075750
Steel Protective Coatingsq. ft.10,75310,753000