CANAL ROAD over ERIE CANAL, NORTH TOW PA

Map

Coordinates:
+43.19350, -78.63314
43°11'37" N, 78°37'59" W

Source: National Bridge Inventory. Information not verified; use at your own risk.

Name:	CANAL ROAD over ERIE CANAL, NORTH TOW PA
Structure number:	000000004454100
Location:	1.8 MI EAST OF LOCKPORT
Purpose:	Carries highway over waterway
Route classification:	Minor Collector (Rural) `[08]`
Length of largest span:	148.0 ft. `[45.1 m]`
Total length:	191.9 ft. `[58.5 m]`
Roadway width between curbs:	14.1 ft. `[4.3 m]`
Deck width edge-to-edge:	16.7 ft. `[5.1 m]`
Vertical clearance above deck:	13.8 ft. `[4.2 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1910
Year reconstructed:	1992
Historic significance:	Historical significance is not determinable at this time `[4]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Posted for load `[P]`
Average daily traffic:	747 `[as of 2016]`
Truck traffic:	4% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Very Good `[8 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
Water adequacy appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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:	62.4
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$3,097,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Good	Good	Good	Very Good	747	62.4
November 2017	Good	Very Good	Good	Very Good	748	62.4
September 2016	Good	Very Good	Good	Very Good	750	62.4
October 2015	Good	Very Good	Good	Very Good	643	62.5
September 2014	Good	Very Good	Good	Excellent	643	65.9
October 2013	Good	Very Good	Good	Excellent	639	65.9
September 2012	Good	Very Good	Good	Excellent	670	65.9
October 2011	Good	Very Good	Good	Excellent	670	65.9
October 2010	Good	Very Good	Good	Excellent	667	65.9
September 2009	Good	Very Good	Good	Excellent	1116	65.7
November 2008	Good	Excellent	Good	Very Good	1254	65.6
November 2007	Good	Excellent	Good	Excellent	1254	65.6
October 2006	Good	Excellent	Good	Excellent	1240	65.6
November 2005	Good	Excellent	Good	Excellent	1254	65.6
October 2004	Fair	Excellent	Satisfactory	Excellent	1254	65.6
November 2003	Fair	Excellent	Satisfactory	Excellent	1254	65.6
October 2002	Fair	Excellent	Satisfactory	Excellent	1254	65.6
October 2001	Fair	Excellent	Satisfactory	Excellent	1254	65.6
December 2000	Fair	Excellent	Satisfactory	Excellent	1143	65.7
October 1999	Poor	Excellent	Serious	Excellent	1143	24.9
November 1998	Poor	Good	Serious	Serious	1143	24.9
November 1997	Poor	Very Good	Serious	Good	1143	1.0
November 1996	Poor	Very Good	Serious	Satisfactory	1143	1.0
December 1995	Poor	Very Good	Serious	Satisfactory	2207	1.0
November 1994	Poor	Very Good	Serious	Very Good	2207	1.0
March 1994	Fair	Fair	-	-	2207	0.0
November 1992	Fair	Fair	-	-	2207	0.0
December 1991	Fair	Fair	-	-	2207	0.0

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Stringer	linear ft.	1,045	993	52	0	0
Steel Protective Coating	sq. ft.	3,746	3,559	187	0	0
Steel Truss	linear ft.	240	0	240	0	0
Steel Protective Coating	sq. ft.	6,147	5,840	307	0	0
Steel Floor Beam	linear ft.	159	138	21	0	0
Steel Protective Coating	sq. ft.	901	856	45	0	0
Steel Gusset Plate	each	32	0	18	14	0
Steel Protective Coating	sq. ft.	640	608	32	0	0
Substructure
Reinforced Concrete Column	each	8	4	4	0	0
Reinforced Concrete Pier Wall	linear ft.	52	46	6	0	0
Reinforced Concrete Pier Cap	linear ft.	96	76	20	0	0
Deck
Open Grid Deck	sq. ft.	2,081	1,977	104	0	0
Wearing Surfaces	sq. ft.	2,081	0	2,081	0	0
Steel Protective Coating	sq. ft.	6,155	2,769	3,079	0	307
Concrete Filled Grid Deck	sq. ft.	133	0	133	0	0
Wearing Surfaces	sq. ft.	133	0	0	133	0
Steel Protective Coating	sq. ft.	149	99	50	0	0
Joints
Compression Joint	linear ft.	30	0	30	0	0
Bearings
Elastomeric Bearing	each	4	2	0	2	0
Steel Protective Coating	sq. ft.	8	6	2	0	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	382	373	9	0	0
Steel Protective Coating	sq. ft.	1,790	796	894	21	79
Deck
Reinforced Concrete Slab	sq. ft.	872	872	0	0	0
Wearing Surfaces	sq. ft.	669	0	669	0	0