RTE 25 over FIRST AVENUE

Map

Coordinates:
+40.75993, -73.96174
40°45'36" N, 73°57'42" W

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

Name:	RTE 25 over FIRST AVENUE
Structure number:	00000000224004B
Location:	QUEENSBORO BR OVR EAST RV
Purpose:	Carries highway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	144.7 ft. `[44.1 m]`
Total length:	493.1 ft. `[150.3 m]`
Roadway width between curbs:	22.0 ft. `[6.7 m]`
Deck width edge-to-edge:	29.9 ft. `[9.1 m]`
Vertical clearance above deck:	16.1 ft. `[4.9 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	11°
Owner:	City or Municipal Highway Agency `[04]`
Year built:	1909
Year reconstructed:	1995
Historic significance:	Historical significance is not determinable at this time `[4]`
Main span material:	Steel `[3]`
Main span design:	Arch - Deck `[11]`
Deck type:	Closed Grating `[4]`
Wearing surface:	Other `[9]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	102,592 `[as of 2010]`
Truck traffic:	7% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Good `[7 out of 9]`
Substructure condition:	Good `[7 out of 9]`
Structural appraisal:	Better than present minimum criteria `[7]`
Deck geometry appraisal:	Equal to present minimum criteria `[6]`
Underclearances appraisal:	Equal to present minimum criteria `[6]`
Roadway alignment appraisal:	Basically intolerable requiring high priority of corrrective action `[3]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	89.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$111,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
April 2016	Good	Very Good	Good	Good	102592	89.0
April 2014	Good	Very Good	Good	Very Good	102592	89.0
April 2012	Good	Very Good	Good	Very Good	102600	89.0
April 2010	Good	Very Good	Very Good	Very Good	13887	72.1
May 2008	Good	Very Good	Very Good	Very Good	13887	72.1
June 2006	Good	Very Good	Very Good	Very Good	13887	72.1
July 2004	Good	Very Good	Very Good	Very Good	13887	72.1
November 2002	Good	Very Good	Very Good	Very Good	157381	53.7
November 2000	Good	Very Good	Very Good	Very Good	157381	53.7
March 2000	Poor	Poor	Serious	Poor	157381	0.0
March 1999	Poor	Poor	Serious	Poor	157381	0.0
December 1997	Poor	Poor	Serious	Poor	157381	0.0
December 1996	Poor	Poor	Serious	Serious	157381	15.0
December 1995	Poor	Poor	Poor	Poor	157381	32.0
December 1994	Poor	Poor	Poor	Serious	157381	2.0
August 1993	Poor	Poor	Serious	Serious	157381	2.0
December 1992	Poor	Poor	Serious	Serious	157381	2.0
October 1990	Poor	Poor	Serious	Serious	157381	0.0

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.	2,987	1,420	1,567	0	0
Steel Protective Coating	sq. ft.	28,402	26,304	2,098	0	0
Steel Arch	linear ft.	200	0	200	0	0
Steel Protective Coating	sq. ft.	3,600	3,600	0	0	0
Steel Floor Beam	linear ft.	116	116	0	0	0
Steel Protective Coating	sq. ft.	468	468	0	0	0
Substructure
Steel Column	each	34	14	20	0	0
Steel Protective Coating	sq. ft.	7,608	6,348	1,260	0	0
Reinforced Concrete Abutment	linear ft.	29	29	0	0	0
Steel Pier Cap	linear ft.	377	232	145	0	0
Steel Protective Coating	sq. ft.	5,220	4,350	870	0	0
Deck
Concrete Filled Grid Deck	sq. ft.	13,798	13,558	240	0	0
Wearing Surfaces	sq. ft.	11,838	11,631	0	207	0
Steel Protective Coating	sq. ft.	12,408	12,192	0	216	0
Joints
Compression Joint	linear ft.	88	78	0	10	0
Bearings
Elastomeric Bearing	each	6	6	0	0	0
Steel Protective Coating	sq. ft.	6	6	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	841	783	58	0	0