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CITY ISLAND BRDGE over EASTCHESTER BAY

Map 

Coordinates:
+40.85599, -73.79246
40°51'22" N, 73°47'33" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CITY ISLAND BRDGE over EASTCHESTER BAY
Structure number:000000002240210
Location:CITY ISLAND BRIDGE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:82.7 ft. [25.2 m]
Total length:568.9 ft. [173.4 m]
Roadway width between curbs:33.1 ft. [10.1 m]
Deck width edge-to-edge:35.1 ft. [10.7 m]
Vertical clearance above deck:10.8 ft. [3.3 m]
Vertical clearance below bridge:11.8 ft. [3.6 m]
Owner:City or Municipal Highway Agency [04]
Year built:1901
Year reconstructed:1977
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: December 2015 

Status:Open, no restriction [A]
Average daily traffic:11,910 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of replacement [2]
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:Equal to present minimum criteria [6]
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]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:45.4 tons [41.3 metric tons]
Inventory rating:8.0 tons [7.3 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:1.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$40,135,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 20151.0Structurally deficientPoorSeriousFair11910
October 20141.0Structurally deficientPoorSeriousFair11910
October 20131.0Structurally deficientPoorSeriousFair11838
October 20121.0Structurally deficientPoorSeriousFair11900
October 20111.0Structurally deficientPoorSeriousFair11900
December 20101.0Structurally deficientPoorSeriousFair13527
August 20091.0Structurally deficientPoorSeriousFair13527
October 20081.0Structurally deficientPoorSeriousFair13527
October 20071.0Structurally deficientPoorSeriousFair18066
October 20061.0Structurally deficientPoorSeriousFair18066
December 20051.0Structurally deficientPoorSeriousFair18066
October 20041.0Structurally deficientPoorSeriousFair18066
October 20031.0Structurally deficientPoorSeriousFair18066
November 20021.0Structurally deficientPoorSeriousFair13664
October 20011.0Structurally deficientPoorSeriousFair13664
October 20001.0Structurally deficientPoorSeriousFair13664
July 19991.0Structurally deficientPoorSeriousSatisfactory13664
November 19981.0Structurally deficientPoorSeriousFair14844
October 19971.0Structurally deficientPoorSeriousPoor14844
September 199615.6Structurally deficientPoorSeriousPoor14250
July 199531.6Structurally deficientPoorPoorPoor14250
December 199431.6Structurally deficientPoorPoorPoor11715
November 199231.6Structurally deficientPoorPoorPoor11715
August 199132.6Structurally deficientPoorPoorPoor11715