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GUY BREWER BLVD over RTE 907D, RTE 907D

Map

Coordinates:
+40.66733, -73.77102
40°40'02" N, 73°46'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:GUY BREWER BLVD over RTE 907D, RTE 907D
Structure number:000000002231610
Location:1.6 MI E I678 & BELT PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:65.0 ft. [19.8 m]
Total length:187.0 ft. [57.0 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:65.9 ft. [20.1 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:35°
Owner:City or Municipal Highway Agency [04]
Year built:2003
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Closed Grating [4]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,625 [as of 2009]
Truck traffic:7% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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:76.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,888,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodVery GoodVery GoodVery Good1462576.1
June 2015GoodExcellentExcellentExcellent1469776.1
May 2013GoodVery GoodVery GoodVery Good1469776.1
June 2011GoodVery GoodVery GoodVery Good1470076.1
May 2009GoodVery GoodVery GoodVery Good1607976.0
May 2007GoodVery GoodExcellentVery Good1530776.0
April 2005GoodExcellentExcellentVery Good1530776.0
May 2003GoodExcellentExcellentExcellent1530776.0
March 2003PoorGoodSeriousSatisfactory141393.0
May 2001PoorGoodSeriousSatisfactory141393.0
February 2000PoorGoodSeriousSatisfactory141393.0
March 1999PoorVery GoodSeriousSatisfactory141393.0
April 1998PoorVery GoodSeriousFair157403.0
May 1997Poor-SeriousPoor157403.0
May 1996Poor-SeriousPoor157403.0
May 1995Poor-SeriousPoor157403.0
April 1994Poor-SeriousPoor157403.0
June 1993Poor-SeriousPoor157403.0
May 1992Poor-SeriousPoor157403.0
September 1991Poor-SeriousPoor157403.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2,0242971,705220
Steel Protective Coatingsq. ft.14,0601,78211,2581,00020
Substructure
Steel Columneach3333000
Steel Protective Coatingsq. ft.1,7311,731000
Reinforced Concrete Pier Walllinear ft.240240000
Reinforced Concrete Abutmentlinear ft.162162000
Reinforced Concrete Pileeach2929000
Deck
Concrete Filled Grid Decksq. ft.12,09612,096000
Wearing Surfacessq. ft.8,0966,9081,18710
Steel Protective Coatingsq. ft.12,09612,096000
Joints
Compression Jointlinear ft.162001620
Bearings
Elastomeric Bearingeach77333770
Steel Protective Coatingsq. ft.1542244880
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3685431400