Share:

RANDALL AVENUE over RTE I695, RTE I695

Map

Coordinates:
+40.82803, -73.81791
40°49'41" N, 73°49'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RANDALL AVENUE over RTE I695, RTE I695
Structure number:000000001066120
Location:.6 MI SE I295+I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:82.7 ft. [25.2 m]
Total length:170.0 ft. [51.8 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:71.9 ft. [21.9 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1961
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: June 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:6,843 [as of 2011]
Truck traffic:6% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:72.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$8,598,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017PoorPoorSatisfactorySatisfactory684372.5
June 2015PoorPoorSatisfactorySatisfactory700372.5
June 2013PoorPoorSatisfactorySatisfactory700372.5
May 2011PoorPoorGoodGood700072.5
May 2009PoorPoorGoodGood870972.4
May 2007FairSatisfactoryGoodGood807475.5
April 2005FairSatisfactoryGoodGood807476.5
April 2003FairSatisfactoryGoodGood807476.5
May 2001FairSatisfactoryGoodGood807476.5
May 1999FairSatisfactoryGoodSatisfactory976375.7
April 1997FairSatisfactoryGoodFair976364.6
May 1995PoorFairFairPoor740049.7
July 1993PoorFairFairPoor740048.9
October 1991PoorFairFairPoor740048.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,8263601,45880
Steel Protective Coatingsq. ft.18,4607,38411,058018
Deck
Reinforced Concrete Decksq. ft.8,3004,3893,7351760
Substructure
Reinforced Concrete Columneach54100
Reinforced Concrete Pier Caplinear ft.7676000
Joints
Strip Seal Jointlinear ft.144014400
Open Jointlinear ft.7207200
Bearings
Movable Bearingeach2253140
Steel Protective Coatingsq. ft.2237012
Fixed Bearingeach2201570
Steel Protective Coatingsq. ft.22011011
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.332033200