188TH STREET over RTE 907M, RTE 907M


+40.72239, -73.77733
40°43'21" N, 73°46'38" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:188TH STREET over RTE 907M, RTE 907M
Structure number:000000001065100
Location:2.7 MI ENE JCT I678 & GCP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:66.9 ft. [20.4 m]
Total length:192.9 ft. [58.8 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:73.2 ft. [22.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:11°
Owner:State Highway Agency [01]
Year built:1963
Year reconstructed:2017
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Precast Panels [2]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:14,473 [as of 2015]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Excellent [9 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
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]
Sufficiency rating:74.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$10,230,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017GoodExcellentVery GoodExcellent1447374.1
December 2016GoodVery GoodGoodExcellent1508174.0
May 2015FairFairFairFair1507861.8
May 2014FairFairFairFair1507861.8
June 2013FairFairFairFair1640061.7
June 2012FairFairFairFair1640061.7
June 2011FairFairFairFair1709761.6
July 2010FairFairFairFair1736861.6
July 2009FairFairFairFair1736861.6
May 2008PoorFairPoorFair1736847.0
June 2007PoorFairPoorFair1970846.7
April 2006PoorFairPoorFair1709747.0
April 2005PoorFairPoorPoor1709747.0
March 2004PoorFairPoorPoor1709747.0
May 2002FairFairFairSatisfactory1731961.6
March 2000FairFairFairSatisfactory1731961.6
May 1998FairFairFairSatisfactory1731961.6
May 1996PoorPoorPoorPoor1587038.4
April 1994PoorPoorPoorSerious1587026.0
June 1993PoorPoorFairSerious1587026.0
March 1992PoorPoorFairSerious1587026.0
May 1990PoorPoorPoorPoor1587046.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.2,2322,232000
Steel Protective Coatingsq. ft.19,61519,615000
Reinforced Concrete Decksq. ft.13,59413,594000
Wearing Surfacessq. ft.9,3009,300000
Reinforced Concrete Columneach1515000
Reinforced Concrete Pier Caplinear ft.222222000
Other Jointlinear ft.7474000
Elastomeric Bearingeach9696000
Steel Protective Coatingsq. ft.9696000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.372372000