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BUTTZVILLE ROAD over PEQUEST RIVER

Map

Coordinates:
+40.83150, -75.00524
40°49'53" N, 75°00'19" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:BUTTZVILLE ROAD over PEQUEST RIVER
Structure number:2102307
Location:0.2 MI SOUTH OF RT 46
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:105.0 ft. [32.0 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:16.1 ft. [4.9 m]
Deck width edge-to-edge:18.0 ft. [5.5 m]
Vertical clearance above deck:13.1 ft. [4.0 m]
Owner:County Highway Agency [02]
Year built:1902
Year reconstructed:2010
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:M 13.5 / H 15 [2]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Wood or Timber [8]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Fair
Status:Posted for load [P]
Average daily traffic:110 [as of 2017]
Deck condition:Very Good [8 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:42.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$2,231,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017FairVery GoodFairSatisfactory11042.0
April 2015FairVery GoodSatisfactorySatisfactory10741.9
May 2013FairVery GoodSatisfactorySatisfactory10541.9
June 2011FairExcellentSatisfactorySatisfactory10541.9
June 2010FairSatisfactoryFairSatisfactory10328.4
June 2009FairSatisfactoryFairSatisfactory10228.4
June 2008FairSatisfactoryFairSatisfactory10528.4
July 2007FairSatisfactoryFairSatisfactory10028.4
July 2005PoorSatisfactoryPoorSatisfactory27528.3
July 2003PoorSatisfactoryPoorSatisfactory26528.3
July 2001PoorSatisfactoryPoorSatisfactory26528.3
June 1999PoorSatisfactoryPoorSatisfactory26528.3
March 1997PoorSatisfactoryPoorSatisfactory26528.3
February 1996FairSatisfactoryFairSatisfactory26031.0
March 1995FairSatisfactoryFairSatisfactory25031.4
March 1994FairSatisfactoryFairSatisfactory25031.4
March 1993FairSatisfactoryFairSatisfactory25031.4
March 1991PoorGoodPoorSatisfactory25031.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Trusslinear ft.6462200
Steel Protective Coatingsq. ft.6676510016
Steel Floor Beamlinear ft.3131000
Steel Protective Coatingsq. ft.4646000
Substructure
Masonry Abutmentlinear ft.1411030
Joints
Pourable Jointlinear ft.1101100
Deck
Timber Decksq. ft.181181000
Wearing Surfacessq. ft.1631530100
Bearings
Elastomeric Bearingeach88000
Movable Bearingeach22000
Fixed Bearingeach22000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6464000
Steel Protective Coatingsq. ft.3,9283,928000