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SHORE ROAD over HUTCHINSON RIVER

Map

Coordinates:
+40.86316, -73.81506
40°51'47" N, 73°48'54" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHORE ROAD over HUTCHINSON RIVER
Structure number:000000002240200
Location:OVER HUTCHINSON RIVER
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:125.0 ft. [38.1 m]
Total length:838.0 ft. [255.4 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance below bridge:16.7 ft. [5.1 m]
Owner:City or Municipal Highway Agency [04]
Year built:1906
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Steel [3]
Main span design:Movable - Bascule [16]
Deck type:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: June 2016

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:16,447 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Poor [4 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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 but in a deteriorated condition [3]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:50.3 tons [45.7 metric tons]
Inventory rating:24.8 tons [22.5 metric tons]
Sufficiency rating:30.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$16,316,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201630.7PoorGoodPoorFairSD16447
June 20157.1PoorGoodPoorFairSD22519
May 20147.1PoorGoodPoorFairSD22519
June 20137.1PoorGoodPoorFairSD22781
June 20127.1PoorGoodPoorFairSD22500
June 20117.1PoorGoodPoorFairSD22500
June 20107.1PoorGoodPoorFairSD19254
July 20086.1PoorGoodPoorFairSD19254
July 20066.1PoorGoodPoorFairSD18808
September 20046.1PoorVery GoodPoorFairSD9271
November 20025.6PoorVery GoodPoorFairSD16815
October 20004.5PoorFairPoorSatisfactorySD20158
November 199819.7FairFairFairSatisfactorySD18184
October 19974.5PoorFairPoorPoorSD16250
September 19963.3PoorPoorPoorPoorSD26647
August 199515.9PoorPoorPoorPoorSD15333
December 19942.0PoorPoorSeriousPoorSD14862
August 19932.0PoorPoorSeriousPoorSD14862
October 199215.9PoorPoorPoorPoorSD14862
August 19903.4PoorPoorPoorPoorSD14862