JESUP AVENUE over RTE I95, RTE 95I

Map

Coordinates:
+40.84501, -73.91841
40°50'42" N, 73°55'06" W

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

Name:	JESUP AVENUE over RTE I95, RTE 95I
Structure number:	000000001066240
Location:	.4 MI E I87+I95
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Local (Urban) `[19]`
Length of largest span:	119.8 ft. `[36.5 m]`
Total length:	203.1 ft. `[61.9 m]`
Roadway width between curbs:	15.1 ft. `[4.6 m]`
Deck width edge-to-edge:	71.9 ft. `[21.9 m]`
Vertical clearance below bridge:	45.9 ft. `[14.0 m]`
Skew angle:	12°
Owner:	State Highway Agency `[01]`
Year built:	1964
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 18 / HS 20 `[5]`
Main span material:	Steel `[3]`
Main span design:	Stringer/Multi-beam or girder `[02]`
Deck type:	Concrete Cast-in-Place `[1]`
Wearing surface:	Bituminous `[6]`

Good/Fair/Poor Condition:	Poor
Status:	Open, no restriction `[A]`
Truck traffic:	4% of total traffic
Deck condition:	Poor `[4 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Satisfactory `[6 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:	74.5
Recommended work:	Bridge deck rehabilitation with only incidental widening. `[36]`
Estimated cost of work:	$615,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2016	Poor	Poor	Satisfactory	Satisfactory	-	74.5
July 2014	Poor	Poor	Satisfactory	Satisfactory	2810	71.8
August 2012	Poor	Poor	Satisfactory	Satisfactory	2810	71.8
September 2010	Poor	Poor	Satisfactory	Satisfactory	2810	71.8
September 2008	Poor	Poor	Satisfactory	Satisfactory	2810	71.8
October 2006	Poor	Poor	Fair	Satisfactory	2810	60.8
November 2004	Poor	Poor	Fair	Satisfactory	2810	60.8
October 2002	Poor	Poor	Fair	Satisfactory	2810	60.8
November 2000	Poor	Poor	Fair	Satisfactory	2810	62.0
October 1998	Fair	Fair	Satisfactory	Satisfactory	2810	75.1
October 1997	Poor	Poor	Fair	Fair	2810	62.0
October 1996	Poor	Poor	Poor	Poor	2810	47.6
September 1995	Poor	Poor	Poor	Poor	1300	54.3
December 1994	Poor	Poor	Poor	Poor	1300	54.3
November 1992	Poor	Poor	Poor	Poor	1300	54.3
November 1990	Poor	Poor	Poor	Fair	1300	54.3

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

Element	Units	Quantity	1-Good	2-Fair	3-Poor	4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girder	linear ft.	696	696	0	0	0
Steel Girder/Beam	linear ft.	1,098	1,078	0	20	0
Steel Protective Coating	sq. ft.	20,862	17,733	3,129	0	0
Deck
Reinforced Concrete Deck	sq. ft.	13,491	7,607	1,986	3,898	0
Wearing Surfaces	sq. ft.	9,408	8,633	775	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	144	72	55	17	0
Reinforced Concrete Abutment	linear ft.	146	74	72	0	0
Joints
Compression Joint	linear ft.	288	209	72	7	0
Other Joint	linear ft.	33	0	0	33	0
Bearings
Elastomeric Bearing	each	18	18	0	0	0
Steel Protective Coating	sq. ft.	48	34	14	0	0
Movable Bearing	each	18	16	0	2	0
Steel Protective Coating	sq. ft.	48	18	24	6	0
Fixed Bearing	each	18	16	0	2	0
Steel Protective Coating	sq. ft.	48	24	21	0	3
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	343	343	0	0	0
Steel Protective Coating	sq. ft.	1,373	1,321	52	0	0