RTE 27 over RTE 27

Map

Coordinates:
+40.66744, -73.99572
40°40'03" N, 73°59'45" W

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

Name:	RTE 27 over RTE 27
Structure number:	000000001076849
Location:	JCT I278 & RTE 27
Purpose:	Carries highway over highway
Route classification:	Principal Arterial - Interstate (Urban) `[11]`
Length of largest span:	32.8 ft. `[10.0 m]`
Total length:	39.7 ft. `[12.1 m]`
Roadway width between curbs:	27.9 ft. `[8.5 m]`
Deck width edge-to-edge:	31.2 ft. `[9.5 m]`
Vertical clearance above deck:	19.7 ft. `[6.0 m]`
Vertical clearance below bridge:	14.4 ft. `[4.4 m]`
Owner:	State Highway Agency `[01]`
Year built:	1940
Year reconstructed:	1997
Historic significance:	Bridge is not eligible for the National Register of Historic Places `[5]`
Design load:	MS 22.5 / HS 25 `[9]`
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:	Good
Status:	Open, no restriction `[A]`
Truck traffic:	10% of total traffic
Deck condition:	Good `[7 out of 9]`
Superstructure condition:	Very Good `[8 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 corrrective action `[3]`
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]`
Inventory rating:	75.8 tons `[68.9 metric tons]`
Sufficiency rating:	90.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$113,000

Date	Suff. Rating	Condition	Deck	Superstructure	Substructure	SD/FO	ADT
August 2015	90.0	Good	Good	Very Good	Good	FO	-
August 2013	77.0	Good	Good	Very Good	Good	FO	45546
September 2011	77.0	Good	Good	Very Good	Good	FO	45546
September 2009	77.0	Good	Very Good	Very Good	Very Good	FO	45546
October 2007	77.0	Good	Very Good	Excellent	Very Good	FO	45546
July 2005	77.0	Good	Excellent	Excellent	Excellent	-	45546
July 2003	77.0	Good	Excellent	Excellent	Excellent	-	45546
July 2001	77.0	Good	Excellent	Excellent	Excellent	-	10000
July 1999	75.0	Good	Excellent	Excellent	Excellent	-	10000
September 1997	75.0	Good	Good	Very Good	Good	-	10000
May 1995	61.0	Poor	Poor	Poor	Poor	SD	10000
August 1993	62.0	Poor	Poor	Poor	Poor	SD	10000
February 1992	47.0	Poor	Poor	Serious	Poor	SD	10000
February 1991	47.0	Poor	Poor	Serious	Poor	SD	10000

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.

Element	Units	Quantity	1. Good	2. Fair	3. Poor	4. Serious
Superstructure
Steel Stringer	linear ft.	880	880	0	0	0
Deck
Reinforced Concrete Top Flange	sq. ft.	11	11	0	0	0
Wearing Surfaces	sq. ft.	3,240	3,240	0	0	0
Substructure
Reinforced Concrete Pier Wall	linear ft.	44	35	9	0	0
Reinforced Concrete Abutment	linear ft.	44	35	9	0	0
Bearings
Elastomeric Bearing	each	22	22	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	160	148	12	0	0