RTE I495 over RTE I495, RTE I495, QUEE

Map

Coordinates:
+40.73280, -73.86804
40°43'58" N, 73°52'05" W

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

Name:	RTE I495 over RTE I495, RTE I495, QUEE
Structure number:	000000002066011
Location:	1.3 MI SW JCT GCP & I495
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	192.6 ft. `[58.7 m]`
Total length:	480.0 ft. `[146.3 m]`
Roadway width between curbs:	50.5 ft. `[15.4 m]`
Deck width edge-to-edge:	107.3 ft. `[32.7 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	36°
Owner:	State Highway Agency `[01]`
Year built:	1955
Year reconstructed:	2003
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:	3
Main spans material:	Steel continuous `[4]`
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:	Fair
Status:	Open, no restriction `[A]`
Average daily traffic:	106,410 `[as of 2017]`
Truck traffic:	8% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Satisfactory `[6 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]`
Underclearances appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Roadway alignment appraisal:	Equal to present desirable criteria `[8]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	77.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$37,584,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
June 2017	Fair	Very Good	Satisfactory	Very Good	106410	77.0
May 2015	Fair	Very Good	Satisfactory	Very Good	93374	64.8
May 2013	Good	Very Good	Good	Good	186748	77.0
June 2011	Good	Very Good	Good	Good	222948	75.0
June 2009	Good	Very Good	Good	Good	144517	77.0
June 2007	Good	Very Good	Good	Good	222948	77.0
June 2005	Good	Very Good	Good	Good	222948	75.0
August 2003	Good	Very Good	Good	Good	222948	94.0
March 2003	Poor	Poor	Satisfactory	Satisfactory	189041	87.0
December 2000	Poor	Poor	Satisfactory	Satisfactory	189041	87.0
December 1998	Poor	Poor	Satisfactory	Satisfactory	206997	87.0
December 1996	Poor	Poor	Poor	Poor	91677	60.0
October 1994	Poor	Poor	Poor	Poor	91677	60.0

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Steel Girder/Beam	linear ft.	5,760	0	5,760	0	0
Steel Protective Coating	sq. ft.	116,928	0	116,928	0	0
Deck
Reinforced Concrete Deck	sq. ft.	51,505	0	51,505	0	0
Wearing Surfaces	sq. ft.	48,816	0	48,816	0	0
Substructure
Reinforced Concrete Column	each	20	0	20	0	0
Reinforced Concrete Abutment	linear ft.	266	0	133	133	0
Reinforced Concrete Pier Cap	linear ft.	266	0	266	0	0
Joints
Compression Joint	linear ft.	133	0	133	0	0
Assembly with Seal	each	133	0	0	133	0
Bearings
Disk Bearing	each	48	0	48	0	0
Steel Protective Coating	sq. ft.	48	0	48	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,920	0	1,920	0	0