EAST 172ND STREET over RTE 907H, RTE 907H


+40.83193, -73.87385
40°49'55" N, 73°52'26" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:EAST 172ND STREET over RTE 907H, RTE 907H
Structure number:000000001075470
Location:.3 MILE S JCT I95 & BRP
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Local (Urban) [19]
Length of largest span:43.0 ft. [13.1 m]
Total length:90.9 ft. [27.7 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:80.1 ft. [24.4 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1948
Year reconstructed:1995
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,844 [as of 2017]
Truck traffic:3% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:79.9
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$7,732,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairGoodSatisfactoryFair384479.9
May 2015FairGoodSatisfactoryFair463079.8
May 2013FairGoodSatisfactoryFair464179.8
April 2011FairGoodSatisfactoryFair464179.8
April 2009FairGoodSatisfactoryFair486579.8
May 2007FairGoodSatisfactoryFair464181.4
April 2005FairGoodSatisfactoryFair464181.4
April 2003FairGoodSatisfactoryFair464181.4
May 2001FairGoodSatisfactoryFair376381.5
May 1999FairSatisfactorySatisfactoryFair376381.5
April 1997FairSatisfactoryFairFair376379.9
April 1995PoorFairPoorPoor170048.3
March 1995PoorFairPoorPoor170048.3
March 1992PoorFairPoorPoor170048.3
March 1990PoorSatisfactoryFairPoor170049.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.1,11801,065530
Steel Protective Coatingsq. ft.98,586098,58600
Reinforced Concrete Decksq. ft.6,88006,852280
Wearing Surfacessq. ft.6,8804,8161,6204440
Reinforced Concrete Columneach70520
Reinforced Concrete Abutmentlinear ft.1666310300
Reinforced Concrete Pier Caplinear ft.83046370
Compression Jointlinear ft.240002400
Movable Bearingeach2601970
Steel Protective Coatingsq. ft.2602600
Fixed Bearingeach130760
Steel Protective Coatingsq. ft.1301300
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.1720147250
Steel Protective Coatingsq. ft.3,42003,42000