HR 6 AND HR 11 over LOWER LEVEL

Map

Coordinates:
+40.84907, -73.94136
40°50'57" N, 73°56'29" W

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

Name:	HR 6 AND HR 11 over LOWER LEVEL
Structure number:	000000005522510
Location:	SE JCT 95I & RTE 9A
Purpose:	Carries highway and pedestrian walkway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	53.8 ft. `[16.4 m]`
Total length:	63.0 ft. `[19.2 m]`
Roadway width between curbs:	56.1 ft. `[17.1 m]`
Deck width edge-to-edge:	69.9 ft. `[21.3 m]`
Vertical clearance above deck:	15.4 ft. `[4.7 m]`
Vertical clearance below bridge:	13.1 ft. `[4.0 m]`
Skew angle:	23°
Owner:	Local Toll Authority `[32]`
Year built:	1960
Historic significance:	Historical significance is not determinable at this time `[4]`
Main span material:	Steel `[3]`
Main span 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]`
Truck traffic:	10% of total traffic
Deck condition:	Satisfactory `[6 out of 9]`
Superstructure condition:	Satisfactory `[6 out of 9]`
Substructure condition:	Fair `[5 out of 9]`
Structural appraisal:	Somewhat better than minimum adequacy to tolerate being left in place as is `[5]`
Deck geometry appraisal:	Meets minimum tolerable limits to be left in place as is `[4]`
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:	78.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$6,448,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
July 2017	Fair	Satisfactory	Satisfactory	Fair	-	78.0
July 2015	Fair	Satisfactory	Satisfactory	Fair	-	77.0
July 2013	Fair	Satisfactory	Satisfactory	Fair	13126	76.2
July 2011	Fair	Satisfactory	Satisfactory	Fair	13126	82.3
July 2009	Fair	Satisfactory	Satisfactory	Fair	13126	82.3
July 2007	Fair	Satisfactory	Satisfactory	Fair	13126	82.3
July 2005	Fair	Satisfactory	Satisfactory	Fair	13126	82.3
August 2003	Fair	Satisfactory	Satisfactory	Fair	13126	82.3
September 2001	Fair	Satisfactory	Satisfactory	Fair	13126	82.3
August 1999	Fair	Satisfactory	Good	Good	13126	93.4
September 1997	Fair	Satisfactory	Good	Fair	3277	82.8
September 1995	Poor	Fair	Satisfactory	Poor	23000	63.2
November 1993	Fair	Fair	Fair	Fair	23000	77.8
July 1991	Poor	Fair	Fair	Poor	23000	64.2

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.	432	421	0	11	0
Steel Protective Coating	sq. ft.	4,247	0	4,123	90	34
Deck
Reinforced Concrete Deck	sq. ft.	3,780	3,730	18	32	0
Wearing Surfaces	sq. ft.	3,024	3,023	1	0	0
Substructure
Reinforced Concrete Abutment	linear ft.	140	0	116	24	0
Joints
Other Joint	linear ft.	140	0	0	130	10
Bearings
Movable Bearing	each	8	0	0	8	0
Steel Protective Coating	sq. ft.	32	0	0	0	32
Fixed Bearing	each	8	1	0	7	0
Steel Protective Coating	sq. ft.	32	4	0	0	28
Bridge Rail
Steel or Aluminum Bridge Rail	linear ft.	54	54	0	0	0
Steel Protective Coating	sq. ft.	378	378	0	0	0
Reinforced Concrete Bridge Rail	linear ft.	54	54	0	0	0
Masonry Bridge Rail	linear ft.	54	54	0	0	0