RTE 9 over RTE 907V, AMTRAK


+40.78553, -73.98399
40°47'08" N, 73°59'02" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 9 over RTE 907V, AMTRAK
Structure number:000000002229290
Location:JCT OF RTE 9A + 79 ST
Purpose:Carries highway and pedestrian walkway over highway and railroad
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:71.9 ft. [21.9 m]
Total length:75.1 ft. [22.9 m]
Roadway width between curbs:44.3 ft. [13.5 m]
Deck width edge-to-edge:60.4 ft. [18.4 m]
Vertical clearance above deck:13.8 ft. [4.2 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1937
Year reconstructed:1975
Historic significance:Historical significance is not determinable at this time [4]
Design load:M 18 / H 20 [4]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:127,615 [as of 2011]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:43.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$2,173,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2016FairSatisfactoryFairSatisfactory12761543.0
June 2014FairSatisfactoryFairSatisfactory1505449.2
June 2012FairSatisfactoryFairSatisfactory1505449.2
October 2010FairFairFairSatisfactory1505449.1
December 2009FairSatisfactoryFairFair1505453.3
December 2008FairSatisfactoryFairFair1505453.3
September 2006FairSatisfactoryFairFair1505453.3
October 2004FairSatisfactorySatisfactoryFair1505457.2
September 2002FairSatisfactorySatisfactoryFair1411357.1
October 2000FairSatisfactorySatisfactoryFair1411372.4
June 1998FairSatisfactorySatisfactoryFair1411372.4
May 1996PoorFairFairPoor1411353.5
June 1994FairFairFairFair920071.2
June 1992FairFairFairFair920054.9
April 1990PoorFairFairPoor920046.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
Steel Girder/Beamlinear ft.73005232070
Steel Protective Coatingsq. ft.10,46309,41901,044
Reinforced Concrete Decksq. ft.4,8184,22705910
Wearing Surfacessq. ft.3,28503,225600
Steel Columneach40220
Steel Protective Coatingsq. ft.52802640264
Reinforced Concrete Abutmentlinear ft.6606330
Steel Pier Caplinear ft.6606600
Steel Protective Coatingsq. ft.715071500
Compression Jointlinear ft.66001452
Movable Bearingeach160880
Steel Protective Coatingsq. ft.64032032
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.146014150