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MATT MURPHY WAY over ERIE CANAL, NORTH TOW PA

Map

Coordinates:
+43.18261, -78.67663
43°10'57" N, 78°40'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MATT MURPHY WAY over ERIE CANAL, NORTH TOW PA
Structure number:000000004454130
Location:IN LOCKPORT ON ERIE CANAL
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:131.9 ft. [40.2 m]
Total length:191.0 ft. [58.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:35.4 ft. [10.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1993
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:4,060 [as of 2017]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:82.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,063,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017GoodVery GoodGoodGood406082.8
September 2015GoodVery GoodVery GoodGood396982.8
October 2013GoodVery GoodVery GoodGood448682.7
October 2011GoodVery GoodVery GoodVery Good470082.7
October 2009GoodVery GoodVery GoodVery Good445282.7
October 2007GoodVery GoodVery GoodVery Good582180.7
October 2005GoodExcellentExcellentExcellent510380.7
October 2003GoodExcellentExcellentExcellent510380.7
October 2001GoodExcellentExcellentExcellent510380.7
August 1999GoodExcellentExcellentExcellent510380.7
July 1997GoodVery GoodVery GoodGood510380.7
November 1995GoodVery GoodVery GoodVery Good377082.6
October 1993GoodVery GoodVery GoodVery Good377082.6
April 1993FairFair--37702.0
October 1991FairFair--37702.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.935933200
Steel Protective Coatingsq. ft.12,691011,4221,2690
Deck
Reinforced Concrete Decksq. ft.6,7326,39603360
Wearing Surfacessq. ft.5,2363,6961,54000
Substructure
Reinforced Concrete Pier Walllinear ft.3636000
Reinforced Concrete Abutmentlinear ft.8374900
Joints
Compression Jointlinear ft.7400740
Bearings
Elastomeric Bearingeach204970
Steel Protective Coatingsq. ft.80028520
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.374374000
Steel Protective Coatingsq. ft.3,7173,717000