Share:

HOUSTON STREET over RTE 907L, RTE 907L

Map

Coordinates:
+40.71874, -73.97497
40°43'07" N, 73°58'30" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOUSTON STREET over RTE 907L, RTE 907L
Structure number:000000002232040
Location:1.6MI NE FDR DR&BKLYN BR
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:37.1 ft. [11.3 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:149.0 ft. [45.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1953
Year reconstructed:2017
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:2
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: July 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:40,267 [as of 2001]
Truck traffic:5% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:87.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,533,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2017GoodExcellentExcellentVery Good4026787.0
August 2016PoorPoorPoorFair4026757.0
June 2015PoorPoorPoorFair4026754.1
May 2014PoorPoorPoorFair4026754.1
June 2013PoorPoorPoorFair4026754.1
April 2012PoorPoorPoorFair4026754.1
May 2011PoorPoorPoorPoor4026756.3
May 2010PoorPoorPoorPoor2964056.3
June 2009PoorPoorPoorFair2964056.3
March 2008PoorPoorPoorFair2964056.3
May 2007PoorPoorPoorFair3576356.3
April 2006PoorPoorPoorPoor4026743.9
April 2005PoorPoorPoorFair4026743.9
March 2004PoorSeriousSeriousFair4026727.0
May 2003PoorPoorPoorFair4026743.9
June 2002PoorSeriousSeriousFair4026727.0
July 2001PoorSeriousSeriousFair4026727.0
October 2000PoorSeriousSeriousFair2292927.0
September 1999PoorSeriousSeriousFair2292927.0
November 1998PoorPoorPoorSatisfactory2979630.5
October 1997Poor-SeriousPoor2979632.0
August 1996Poor-SeriousPoor2979646.2
September 1995Poor-SeriousPoor2979646.2
November 1994Poor-SeriousPoor1880046.2
August 1993Poor-SeriousPoor1880046.2
July 1992Poor-SeriousPoor1880046.2
August 1991Poor-SeriousPoor1880046.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.2,6462,646000
Deck
Reinforced Concrete Decksq. ft.10,95110,951000
Wearing Surfacessq. ft.3,5373,537000
Substructure
Steel Columneach88000
Steel Protective Coatingsq. ft.794794000
Reinforced Concrete Abutmentlinear ft.30015015000
Reinforced Concrete Pier Caplinear ft.148148000
Bearings
Elastomeric Bearingeach144144000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.147147000