102ND STREET over RTE 907M, GCP WB.TO TERM

Map

Coordinates:
+40.77008, -73.86814
40°46'12" N, 73°52'05" W

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

Name:	102ND STREET over RTE 907M, GCP WB.TO TERM
Structure number:	000000005522290
Location:	AT LA GUARDIA AIRPORT
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Other Principal Arterial (Urban) `[14]`
Length of largest span:	88.9 ft. `[27.1 m]`
Total length:	725.1 ft. `[221.0 m]`
Roadway width between curbs:	44.0 ft. `[13.4 m]`
Deck width edge-to-edge:	59.4 ft. `[18.1 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Owner:	Local Toll Authority `[32]`
Year built:	1936
Year reconstructed:	1964
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	12
Main spans material:	Steel `[3]`
Main spans design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Not applicable `[N]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Good
Status:	Open, no restriction `[A]`
Average daily traffic:	8,661 `[as of 2011]`
Truck traffic:	7% of total traffic
Deck condition:	Good `[7 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:	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 minimum criteria `[6]`
Scour condition:	Bridge not over waterway. `[N]`
Sufficiency rating:	73.3
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$24,290,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
August 2016	Good	Good	Good	Good	8661	73.3
August 2014	Good	Good	Good	Good	9115	73.2
August 2012	Good	Good	Good	Good	9115	73.2
August 2010	Good	Good	Good	Good	9115	73.2
September 2008	Good	Good	Good	Good	9115	73.2
September 2006	Good	Good	Good	Good	9115	73.2
September 2004	Fair	Fair	Satisfactory	Fair	9115	28.5
November 2002	Fair	Fair	Satisfactory	Fair	9115	58.7
September 2000	Fair	Fair	Satisfactory	Fair	9115	60.8
September 1998	Fair	Fair	Satisfactory	Satisfactory	9115	72.2
August 1996	Poor	Poor	Poor	Poor	24749	37.8
September 1994	Poor	Poor	Poor	Poor	24749	34.2
August 1992	Poor	Poor	Poor	Poor	24749	37.1
May 1990	Poor	Fair	Poor	Poor	13620	28.5

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.	1,599	1,597	2	0	0
Steel Protective Coating	sq. ft.	21,706	21,706	0	0	0
Steel Stringer	linear ft.	3,690	3,689	1	0	0
Steel Protective Coating	sq. ft.	17,118	17,118	0	0	0
Deck
Reinforced Concrete Deck	sq. ft.	35,006	35,006	0	0	0
Wearing Surfaces	sq. ft.	25,854	25,854	0	0	0
Superstructure
Steel Floor Beam	linear ft.	1,608	1,608	0	0	0
Steel Protective Coating	sq. ft.	14,967	14,967	0	0	0
Substructure
Reinforced Concrete Column	each	24	24	0	0	0
Reinforced Concrete Pier Wall	linear ft.	432	432	0	0	0
Concrete Protective Coating	sq. ft.	2,900	2,610	0	290	0
Reinforced Concrete Abutment	linear ft.	149	149	0	0	0
Joints
Compression Joint	linear ft.	420	382	0	38	0
Bearings
Movable Bearing	each	24	23	0	1	0
Steel Protective Coating	sq. ft.	96	32	0	64	0
Fixed Bearing	each	12	12	0	0	0
Steel Protective Coating	sq. ft.	47	23	0	24	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	2,154	2,154	0	0	0
Deck
Reinforced Concrete Slab	sq. ft.	9,070	9,070	0	0	0
Wearing Surfaces	sq. ft.	5,742	5,742	0	0	0