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LOGAN AVENUE over RTE I95, RTE I95

Map

Coordinates:
+40.83412, -73.82606
40°50'03" N, 73°49'34" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:LOGAN AVENUE over RTE I95, RTE I95
Structure number:000000001066550
Location:.16 MI SW JCT I295 & I95
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:57.7 ft. [17.6 m]
Total length:113.9 ft. [34.7 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]
Skew angle:
Owner:State Highway Agency [01]
Year built:1967
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 continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,723 [as of 2016]
Truck traffic:6% 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: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:62.2
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,164,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2016FairFairFairSatisfactory1072362.2
July 2014FairFairFairSatisfactory1055961.5
August 2012FairFairFairSatisfactory1055962.2
October 2010FairFairFairSatisfactory1055962.2
September 2008FairFairFairSatisfactory1055962.2
October 2006FairFairFairSatisfactory1055962.2
October 2004FairFairFairSatisfactory1055962.2
November 2002FairFairFairSatisfactory900062.3
October 2000FairFairFairSatisfactory900062.3
October 1998FairFairSatisfactorySatisfactory900073.4
November 1996PoorPoorFairFair900059.5
September 1994PoorPoorFairPoor900047.3
October 1992PoorPoorFairPoor900047.3
June 1990PoorPoorSatisfactoryPoor900047.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,1001,0801550
Steel Protective Coatingsq. ft.10,1752,0355,5975082,035
Deck
Reinforced Concrete Decksq. ft.7,9207863,5423,5920
Wearing Surfacessq. ft.5,7885,21057800
Substructure
Reinforced Concrete Columneach66000
Reinforced Concrete Abutmentlinear ft.146014600
Reinforced Concrete Pier Caplinear ft.7372010
Joints
Compression Jointlinear ft.1441142280
Bearings
Elastomeric Bearingeach2020000
Steel Protective Coatingsq. ft.5454000
Fixed Bearingeach1010000
Steel Protective Coatingsq. ft.2727000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.220220000
Steel Protective Coatingsq. ft.8807928800