MATT MURPHY WAY over ERIE CANAL, NORTH TOW PA

Map

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

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:	8°
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]`

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

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Good	Very Good	Good	Good	4060	82.8
September 2015	Good	Very Good	Very Good	Good	3969	82.8
October 2013	Good	Very Good	Very Good	Good	4486	82.7
October 2011	Good	Very Good	Very Good	Very Good	4700	82.7
October 2009	Good	Very Good	Very Good	Very Good	4452	82.7
October 2007	Good	Very Good	Very Good	Very Good	5821	80.7
October 2005	Good	Excellent	Excellent	Excellent	5103	80.7
October 2003	Good	Excellent	Excellent	Excellent	5103	80.7
October 2001	Good	Excellent	Excellent	Excellent	5103	80.7
August 1999	Good	Excellent	Excellent	Excellent	5103	80.7
July 1997	Good	Very Good	Very Good	Good	5103	80.7
November 1995	Good	Very Good	Very Good	Very Good	3770	82.6
October 1993	Good	Very Good	Very Good	Very Good	3770	82.6
April 1993	Fair	Fair	-	-	3770	2.0
October 1991	Fair	Fair	-	-	3770	2.0

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	935	933	2	0	0
Steel Protective Coating	sq. ft.	12,691	0	11,422	1,269	0
Deck
Reinforced Concrete Deck	sq. ft.	6,732	6,396	0	336	0
Wearing Surfaces	sq. ft.	5,236	3,696	1,540	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	36	36	0	0	0
Reinforced Concrete Abutment	linear ft.	83	74	9	0	0
Joints
Compression Joint	linear ft.	74	0	0	74	0
Bearings
Elastomeric Bearing	each	20	4	9	7	0
Steel Protective Coating	sq. ft.	80	0	28	52	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	374	374	0	0	0
Steel Protective Coating	sq. ft.	3,717	3,717	0	0	0