160 TH STREET over RTE 907A, RTE 907A


+40.78602, -73.80242
40°47'10" N, 73°48'09" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:160 TH STREET over RTE 907A, RTE 907A
Structure number:000000002231920
Location:.7 MI W I78+CRSS ISL PKWY
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:44.9 ft. [13.7 m]
Total length:89.9 ft. [27.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:62.0 ft. [18.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1941
Year reconstructed:1994
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:2
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]

Latest Available Inspection: August 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:6,289 [as of 2016]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:87.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$6,819,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017GoodVery GoodGoodVery Good628987.0
June 2015GoodVery GoodGoodVery Good-89.0
June 2013GoodVery GoodGoodVery Good554887.1
June 2011GoodVery GoodExcellentVery Good554887.1
April 2009GoodVery GoodExcellentVery Good554887.1
May 2007GoodVery GoodExcellentVery Good554887.1
April 2005GoodExcellentExcellentVery Good554887.1
April 2003GoodExcellentExcellentVery Good554888.1
May 2001GoodExcellentExcellentVery Good554888.1
February 1999GoodVery GoodVery GoodVery Good554888.1
May 1997GoodExcellentExcellentVery Good466078.2
March 1997PoorPoorPoorSerious466036.5
April 1996PoorPoorPoorSerious466036.4
March 1994PoorPoorPoorSerious466036.4
May 1993PoorPoorPoorSerious466036.4
May 1992PoorPoorPoorSerious466036.4
September 1990PoorPoorPoorPoor466036.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.810810000
Steel Protective Coatingsq. ft.8,1006,8840810406
Reinforced Concrete Decksq. ft.5,5805,580000
Wearing Surfacessq. ft.3,60003,60000
Reinforced Concrete Pier Walllinear ft.6200620
Reinforced Concrete Abutmentlinear ft.124012400
Compression Jointlinear ft.124028960
Elastomeric Bearingeach2726100
Steel Protective Coatingsq. ft.108010800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.180180000
Steel Protective Coatingsq. ft.900900000