RTE 11 over ONEIDA RIVER

Map

Coordinates:
+43.23999, -76.14064
43°14'24" N, 76°08'26" W

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

Name:	RTE 11 over ONEIDA RIVER
Structure number:	000000004008540
Location:	JCT RTE 11 + ONEIDA LAKE
Purpose:	Carries highway and pedestrian walkway over waterway
Route classification:	Collector (Urban) `[17]`
Length of largest span:	207.7 ft. `[63.3 m]`
Total length:	388.1 ft. `[118.3 m]`
Roadway width between curbs:	40.0 ft. `[12.2 m]`
Deck width edge-to-edge:	43.6 ft. `[13.3 m]`
Vertical clearance above deck:	14.8 ft. `[4.5 m]`
Vertical clearance below bridge:	19.7 ft. `[6.0 m]`
Owner:	State Highway Agency `[01]`
Year built:	1932
Year reconstructed:	1968
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:	Latex Concrete or similar additive `[3]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Average daily traffic:	6,884 `[as of 2014]`
Truck traffic:	8% of total traffic
Deck condition:	Fair `[5 out of 9]`
Superstructure condition:	Poor `[4 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
Deck geometry appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Water adequacy appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Pier/abutment protection:	None present but re-evaluation suggested `[5]`
Scour condition:	Bridge foundations determined to be stable for the assessed or calculated scour condition. `[8]`
Sufficiency rating:	62.4
Recommended work:	Bridge deck replacement with only incidental widening. `[37]`
Estimated cost of work:	$19,630,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
September 2017	Poor	Fair	Poor	Fair	6884	62.4
August 2015	Poor	Fair	Poor	Fair	7067	62.4
August 2013	Poor	Fair	Poor	Fair	6950	62.4
August 2011	Poor	Fair	Poor	Fair	6900	63.8
August 2010	Fair	Fair	Fair	Fair	7266	79.9
September 2009	Fair	Satisfactory	Satisfactory	Satisfactory	7266	92.5
November 2008	Fair	Good	Satisfactory	Satisfactory	7266	92.5
September 2007	Fair	Satisfactory	Fair	Fair	8716	81.4
September 2005	Fair	Good	Satisfactory	Satisfactory	6833	92.7
August 2003	Fair	Good	Satisfactory	Satisfactory	6833	91.7
September 2001	Fair	Good	Satisfactory	Satisfactory	6833	91.7
September 1999	Fair	Good	Satisfactory	Satisfactory	7464	87.6
September 1997	Fair	Good	Satisfactory	Fair	7395	76.6
September 1995	Poor	Satisfactory	Satisfactory	Poor	7395	61.1
July 1993	Poor	Satisfactory	Satisfactory	Poor	7010	61.2
June 1991	Poor	Satisfactory	Satisfactory	Poor	7882	61.1

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.	352	0	236	116	0
Steel Protective Coating	sq. ft.	8,201	0	7,401	400	400
Steel Stringer	linear ft.	2,667	0	2,252	415	0
Steel Protective Coating	sq. ft.	15,365	0	13,915	700	750
Deck
Reinforced Concrete Deck	sq. ft.	17,077	0	16,427	650	0
Wearing Surfaces	sq. ft.	15,636	0	0	15,636	0
Superstructure
Steel Truss	linear ft.	415	0	0	415	0
Steel Protective Coating	sq. ft.	18,862	0	16,362	1,000	1,500
Steel Floor Beam	linear ft.	1,295	0	1,273	22	0
Steel Protective Coating	sq. ft.	14,374	0	12,874	750	750
Steel Gusset Plate	each	32	0	32	0	0
Steel Protective Coating	sq. ft.	800	0	640	80	80
Substructure
Reinforced Concrete Column	each	4	4	0	0	0
Reinforced Concrete Pier Wall	linear ft.	126	0	0	126	0
Reinforced Concrete Pier Cap	linear ft.	98	0	0	98	0
Joints
Compression Joint	linear ft.	88	0	22	66	0
Bearings
Movable Bearing	each	6	0	0	6	0
Steel Protective Coating	sq. ft.	88	0	32	23	33
Fixed Bearing	each	6	0	6	0	0
Steel Protective Coating	sq. ft.	88	0	30	20	38
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	1,563	0	1,563	0	0
Steel Protective Coating	sq. ft.	5,068	0	5,068	0	0