RTE 80 over ERIE BARGE CANAL

Map

Coordinates:
+42.93335, -74.61823
42°56'00" N, 74°37'06" W

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

Name:	RTE 80 over ERIE BARGE CANAL
Structure number:	000000004030970
Location:	.3 MI SE JCT SH 5 & SH 80
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	329.7 ft. `[100.5 m]`
Total length:	381.9 ft. `[116.4 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	24.0 ft. `[7.3 m]`
Vertical clearance above deck:	14.4 ft. `[4.4 m]`
Vertical clearance below bridge:	23.0 ft. `[7.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1932
Year reconstructed:	1993
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	M 18 / H 20 `[4]`
Main span material:	Steel `[3]`
Main span design:	Truss - Thru `[10]`
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:	Posted for other load-capacity restriction `[R]`
Average daily traffic:	5,221 `[as of 2016]`
Truck traffic:	4% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Fair `[5 out of 9]`
Substructure condition:	Satisfactory `[6 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Basically intolerable requiring high priority of replacement `[2]`
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:	Navigation protection not required `[1]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	62.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$9,697,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
November 2018	Fair	Satisfactory	Fair	Satisfactory	5221	62.0
November 2016	Fair	Satisfactory	Fair	Satisfactory	5318	61.9
December 2014	Fair	Satisfactory	Fair	Satisfactory	5904	46.2
December 2013	Poor	Satisfactory	Poor	Satisfactory	6739	26.4
December 2012	Poor	Satisfactory	Poor	Good	6700	26.4
August 2011	Poor	Good	Poor	Very Good	6700	26.4
December 2010	Poor	Good	Poor	Good	6659	26.5
December 2009	Fair	Good	Fair	Good	7680	44.7
September 2007	Fair	Satisfactory	Satisfactory	Good	7680	56.6
September 2005	Good	Good	Good	Good	7164	61.0
September 2003	Fair	Good	Satisfactory	Good	6733	61.3
September 2001	Fair	Very Good	Fair	Good	6733	50.2
November 1999	Fair	Excellent	Fair	Good	6756	43.5
October 1997	Fair	Good	Satisfactory	Good	5710	50.6
June 1995	Fair	Very Good	Fair	Satisfactory	5710	48.1
November 1994	Fair	Very Good	Fair	Satisfactory	3974	39.6
September 1992	Poor	Poor	Serious	Poor	3974	4.0
August 1991	Poor	Poor	Serious	Serious	3974	4.0

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.	333	220	113	0	0
Steel Protective Coating	sq. ft.	2,182	2,000	182	0	0
Steel Stringer	linear ft.	1,650	1,376	7	267	0
Steel Protective Coating	sq. ft.	7,966	7,966	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	9,165	7,060	2,071	34	0
Wearing Surfaces	sq. ft.	8,338	5,537	0	2,801	0
Superstructure
Steel Truss	linear ft.	660	268	228	164	0
Steel Protective Coating	sq. ft.	19,133	19,133	0	0	0
Steel Floor Beam	linear ft.	505	385	47	73	0
Steel Protective Coating	sq. ft.	4,730	4,730	0	0	0
Steel Gusset Plate	each	26	13	8	5	0
Steel Protective Coating	sq. ft.	1,747	1,740	7	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	104	0	104	0	0
Reinforced Concrete Abutment	linear ft.	90	36	53	1	0
Reinforced Concrete Pile Cap/Footing	linear ft.	48	16	31	1	0
Joints
Compression Joint	linear ft.	72	9	35	28	0
Assembly with Seal	each	39	17	22	0	0
Bearings
Pot Bearing	each	18	18	0	0	0
Steel Protective Coating	sq. ft.	160	143	6	7	4
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,455	688	528	220	19
Steel Protective Coating	sq. ft.	6,716	4,414	2,286	0	16