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E. WASHINGTON AVE over PEQUONNOCK RIVER

Map

Coordinates:
+41.18667, -73.19000
41°11'12" N, 73°11'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:E. WASHINGTON AVE over PEQUONNOCK RIVER
Structure number:04252
Location:0.2 MI E OF ROUTE 8
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:90.9 ft. [27.7 m]
Total length:229.0 ft. [69.8 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:62.3 ft. [19.0 m]
Vertical clearance below bridge:3.9 ft. [1.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1916
Year reconstructed:1998
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Closed Grating [4]
Wearing surface:Other [9]

Latest Available Inspection: May 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:3,000 [as of 2013]
Truck traffic:5% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Better than present minimum criteria [7]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge is scour critical; bridge foundations determined to be unstable. [3]
Operating rating:60.8 tons [55.3 metric tons]
Inventory rating:37.0 tons [33.6 metric tons]
Sufficiency rating:91.7

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201591.7FairSatisfactoryGoodSatisfactory-3000
September 201291.9FairSatisfactoryGoodSatisfactory-1050
August 201091.9FairGoodGoodSatisfactory-1030
July 200891.9FairGoodGoodSatisfactory-1000
August 200691.9FairGoodGoodSatisfactory-1000
June 200692.9GoodGoodGoodGood-1000
July 200493.0GoodGoodGoodGood--
June 200293.0GoodGoodGoodGood--
July 200093.0GoodGoodGoodGood--
June 199893.0GoodVery GoodVery GoodVery Good--
May 199627.0PoorSeriousCriticalFairSD-
May 199527.0PoorSeriousCriticalFairSD-
June 199427.0PoorSeriousCriticalFairSD-
April 199223.9PoorSeriousCriticalFairSD5800
June 199026.4PoorSeriousSeriousPoorSD5800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Steel Girder/Beamlinear ft.436436000
Steel Stringerlinear ft.2,3592,359000
Deck
Reinforced Concrete Decksq. ft.8,8108,48932100
Superstructure
Steel Floor Beamlinear ft.541541000
Substructure
Reinforced Concrete Columneach44000
Timber Columneach1818000
Reinforced Concrete Pier Walllinear ft.6363000
Reinforced Concrete Abutmentlinear ft.63174600
Masonry Abutmentlinear ft.6363000
Reinforced Concrete Pier Caplinear ft.6363000
Deck
Concrete Filled Grid Decksq. ft.5,4605,460000
Joints
Strip Seal Jointlinear ft.88622600
Pourable Jointlinear ft.6666000
Open Jointlinear ft.88761200
Bearings
Elastomeric Bearingeach1818000
Movable Bearingeach22000
Fixed Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.548548000