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RTE 907M over BELL BLVD

Map

Coordinates:
+40.72841, -73.75189
40°43'42" N, 73°45'07" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 907M over BELL BLVD
Structure number:000000001068009
Location:.3 MI NE JCT GCP & I295
Purpose:Carries highway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:61.7 ft. [18.8 m]
Total length:127.0 ft. [38.7 m]
Roadway width between curbs:113.9 ft. [34.7 m]
Deck width edge-to-edge:120.7 ft. [36.8 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:25°
Owner:State Highway Agency [01]
Year built:1961
Year reconstructed:1996
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: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: August 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:156,446 [as of 2016]
Truck traffic:2% of total traffic
Deck condition:Fair [5 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:Equal to present minimum criteria [6]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:78.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$15,701,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
August 2017FairFairFairSatisfactory15644678.5
May 2016FairFairFairSatisfactory15615677.4
May 2015FairFairFairSatisfactory13766378.4
May 2014FairFairFairSatisfactory13766378.4
July 2013FairFairFairSatisfactory13770078.4
June 2012FairFairFairSatisfactory13770078.4
August 2011FairFairFairSatisfactory13770078.4
June 2010FairFairFairSatisfactory15397077.5
June 2008FairFairFairSatisfactory14176878.2
July 2007FairFairFairSatisfactory13766379.5
June 2006FairFairFairSatisfactory13766379.5
April 2004FairFairFairSatisfactory15397077.4
June 2002FairSatisfactoryFairSatisfactory15043478.7
June 2000FairFairSatisfactorySatisfactory12103391.1
September 1998FairSatisfactoryFairSatisfactory13101579.8
November 1997FairFairFairFair13415778.5
October 1996PoorPoorPoorPoor13415753.0
August 1995PoorPoorPoorFair13415754.0
September 1994PoorPoorPoorPoor11265055.7
December 1993PoorPoorPoorPoor13415754.0
March 1992PoorPoorPoorPoor15280954.0
November 1990PoorFairPoorPoor15280957.0

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,95201,94480
Steel Protective Coatingsq. ft.17,0805,78011,30000
Deck
Reinforced Concrete Decksq. ft.14,7253,62110,2039010
Wearing Surfacessq. ft.12,4696,2356,23400
Substructure
Reinforced Concrete Columneach80710
Reinforced Concrete Abutmentlinear ft.26616210400
Reinforced Concrete Pier Caplinear ft.130013000
Joints
Strip Seal Jointlinear ft.33616816800
Bearings
Movable Bearingeach3209221
Steel Protective Coatingsq. ft.3200320
Fixed Bearingeach3200320
Steel Protective Coatingsq. ft.3200320
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.3669027600
Steel Protective Coatingsq. ft.1,33301,33300