MAIN STREET over ERIE CANAL

Map

Coordinates:
+43.16928, -78.69504
43°10'09" N, 78°41'42" W

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

Name:	MAIN STREET over ERIE CANAL
Structure number:	000000004454170
Location:	AT JCT RTS 78 + 31
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	130.9 ft. `[39.9 m]`
Total length:	131.9 ft. `[40.2 m]`
Roadway width between curbs:	56.1 ft. `[17.1 m]`
Deck width edge-to-edge:	399.3 ft. `[121.7 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1912
Year reconstructed:	1992
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Other `[00]`
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	11,458 `[as of 2018]`
Truck traffic:	2% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Equal to present minimum criteria `[6]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
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]`
Pier/abutment protection:	In place but in a deteriorated condition `[3]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	94.4
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$35,565,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2018	Fair	Satisfactory	Satisfactory	Satisfactory	11458	94.4
September 2016	Fair	Satisfactory	Satisfactory	Satisfactory	7889	94.6
September 2015	Poor	Good	Poor	Satisfactory	8824	66.7
September 2014	Poor	Good	Poor	Satisfactory	10939	66.4
October 2013	Poor	Good	Poor	Satisfactory	11442	66.4
October 2011	Good	Good	Good	Good	10700	95.5
October 2009	Good	Good	Good	Good	10960	95.5
October 2007	Good	Good	Good	Good	10925	92.5
October 2005	Good	Good	Good	Good	10960	95.5
October 2003	Good	Good	Good	Good	10960	95.5
October 2001	Good	Very Good	Good	Good	10960	96.5
October 1999	Good	Very Good	Good	Good	10960	94.5
October 1997	Poor	Satisfactory	Satisfactory	Poor	11196	67.2
November 1995	Poor	Fair	Fair	Poor	10469	64.8
November 1994	Poor	Fair	Fair	Poor	1000	65.9
November 1993	Poor	Fair	Fair	Poor	14197	47.1
October 1991	Poor	Fair	Fair	Poor	14197	65.8

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.	1,836	0	1,836	0	0
Steel Protective Coating	sq. ft.	3,971	0	3,971	0	0
Deck
Reinforced Concrete Deck	sq. ft.	52,405	36,683	7,861	7,861	0
Wearing Surfaces	sq. ft.	45,098	40,588	4,284	226	0
Superstructure
Steel Arch	linear ft.	4,281	3,553	471	257	0
Steel Protective Coating	sq. ft.	235,440	211,900	23,540	0	0
Steel Floor Beam	linear ft.	19,025	16,932	2,079	14	0
Steel Protective Coating	sq. ft.	72,513	58,010	9,427	5,076	0
Steel Pin or Pin & Hangar Assembly	each	36	26	10	0	0
Steel Protective Coating	sq. ft.	360	270	0	90	0
Substructure
Reinforced Concrete Abutment	linear ft.	804	438	225	141	0
Reinforced Concrete Pile Cap/Footing	linear ft.	403	323	44	36	0
Joints
Compression Joint	linear ft.	1,640	410	410	820	0
Bearings
Fixed Bearing	each	72	0	24	48	0
Steel Protective Coating	sq. ft.	2,016	684	666	666	0
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	262	262	0	0	0
Steel Protective Coating	sq. ft.	1,661	1,661	0	0	0