RTE 907C over GERRITSEN INLET

Map

Coordinates:
+40.58601, -73.91229
40°35'10" N, 73°54'44" W

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

Name:	RTE 907C over GERRITSEN INLET
Structure number:	000000002231450
Location:	2.9MI E BELT PKY+OCEAN PY
Purpose:	Carries highway over waterway
Route classification:	Principal Arterial - Other Freeways or Expressways (Urban) `[12]`
Length of largest span:	195.9 ft. `[59.7 m]`
Total length:	496.1 ft. `[151.2 m]`
Roadway width between curbs:	103.0 ft. `[31.4 m]`
Deck width edge-to-edge:	121.1 ft. `[36.9 m]`
Vertical clearance below bridge:	3277.7 ft. `[999.0 m]`
Owner:	City or Municipal Highway Agency `[04]`
Year built:	2017
Historic significance:	Historical significance is not determinable at this time `[4]`
Design load:	MS 18 / HS 20 `[5]`
Number of main spans:	3
Main spans material:	Steel continuous `[4]`
Main spans 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]`
Average daily traffic:	159,935 `[as of 2011]`
Truck traffic:	2% of total traffic
Deck condition:	Very Good `[8 out of 9]`
Superstructure condition:	Excellent `[9 out of 9]`
Substructure condition:	Excellent `[9 out of 9]`
Structural appraisal:	Superior to present desirable criteria `[9]`
Deck geometry appraisal:	Superior to present desirable criteria `[9]`
Water adequacy appraisal:	Superior to present desirable criteria `[9]`
Roadway alignment appraisal:	Equal to present minimum criteria `[6]`
Channel protection:	Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. `[7]`
Scour condition:	Bridge foundations determined to be stable for assessed or calculated scour condition. `[5]`
Sufficiency rating:	84.0
Recommended work:	Widening of existing bridge with deck rehabilitation or replacement. `[34]`
Estimated cost of work:	$40,521,000

Date	Condition	Deck	Superstructure	Substructure	ADT	Suff. Rating
October 2017	Good	Very Good	Excellent	Excellent	159935	84.0
August 2016	Poor	Poor	Poor	Fair	158174	16.0
August 2015	Poor	Poor	Poor	Fair	157170	15.0
August 2014	Poor	Poor	Poor	Fair	157170	15.0
December 2013	Poor	Poor	Poor	Fair	166580	15.0
July 2012	Poor	Poor	Poor	Fair	134400	15.0
August 2011	Poor	Poor	Poor	Fair	134400	15.0
August 2010	Poor	Poor	Poor	Fair	151992	15.0
October 2009	Poor	Poor	Poor	Fair	134380	15.0
December 2008	Poor	Poor	Poor	Fair	134380	15.0
June 2007	Poor	Poor	Fair	Fair	134380	15.0
August 2006	Poor	Poor	Fair	Fair	151992	15.0
July 2005	Poor	Poor	Fair	Fair	151992	15.0
August 2004	Poor	Poor	Fair	Fair	151992	15.0
July 2003	Poor	Poor	Fair	Fair	136128	15.0
July 2002	Poor	Poor	Fair	Fair	138688	15.0
August 2001	Poor	Poor	Fair	Fair	138688	15.0
January 2001	Good	-	Very Good	Excellent	159935	84.0
August 2000	Poor	Poor	Poor	Fair	130326	15.0
October 1999	Poor	Poor	Serious	Fair	130326	15.0
November 1998	Poor	Poor	Serious	Fair	129278	15.0
November 1997	Poor	Poor	Poor	Serious	120141	15.0
July 1996	Poor	Poor	Poor	Serious	120141	31.0
June 1995	Poor	Poor	Poor	Serious	120141	30.0
December 1994	Poor	Poor	Poor	Serious	120141	30.0
November 1993	Poor	Poor	Poor	Serious	134447	35.0
August 1992	Poor	Poor	Poor	Serious	115000	35.0
August 1990	Poor	Poor	Serious	Serious	115000	35.0

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.	5,412	5,412	0	0	0
Steel Protective Coating	sq. ft.	77,412	77,324	0	88	0
Deck
Reinforced Concrete Deck	sq. ft.	28,617	28,617	0	0	0
Wearing Surfaces	sq. ft.	35,030	34,780	250	0	0
Substructure
Reinforced Concrete Column	each	12	12	0	0	0
Reinforced Concrete Pier Wall	linear ft.	242	242	0	0	0
Reinforced Concrete Abutment	linear ft.	242	242	0	0	0
Reinforced Concrete Pile Cap/Footing	linear ft.	371	103	0	268	0
Reinforced Concrete Pier Cap	linear ft.	242	242	0	0	0
Joints
Strip Seal Joint	linear ft.	121	0	121	0	0
Compression Joint	linear ft.	121	121	0	0	0
Bearings
Pot Bearing	each	64	64	0	0	0
Steel Protective Coating	sq. ft.	128	128	0	0	0
Bridge Rail
Reinforced Concrete Bridge Rail	linear ft.	1,476	1,451	25	0	0