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SHORE ROAD over HUTCHINSON RIVER

Map 

Coordinates:
+40.86316, -73.81506
40°51'47" N, 73°48'54" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

Status:Open, no restriction [A]
Average daily traffic:22,519 [as of 2011]
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:Basically intolerable requiring high priority of corrrective action [3]
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:49.3 tons [44.8 metric tons]
Inventory rating:14.7 tons [13.4 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:7.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$35,419,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
June 20157.1Structurally deficientGoodPoorFair22519
May 20147.1Structurally deficientGoodPoorFair22519
June 20137.1Structurally deficientGoodPoorFair22781
June 20127.1Structurally deficientGoodPoorFair22500
June 20117.1Structurally deficientGoodPoorFair22500
June 20107.1Structurally deficientGoodPoorFair19254
July 20086.1Structurally deficientGoodPoorFair19254
July 20066.1Structurally deficientGoodPoorFair18808
September 20046.1Structurally deficientVery GoodPoorFair9271
November 20025.6Structurally deficientVery GoodPoorFair16815
October 20004.5Structurally deficientFairPoorSatisfactory20158
November 199819.7Structurally deficientFairFairSatisfactory18184
October 19974.5Structurally deficientFairPoorPoor16250
September 19963.3Structurally deficientPoorPoorPoor26647
August 199515.9Structurally deficientPoorPoorPoor15333
December 19942.0Structurally deficientPoorSeriousPoor14862
August 19932.0Structurally deficientPoorSeriousPoor14862
October 199215.9Structurally deficientPoorPoorPoor14862
August 19903.4Structurally deficientPoorPoorPoor14862