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RTE 900 over CROSS BAY BR ENTR, CROSS

Map 

Coordinates:
+40.58833, -73.81766
40°35'18" N, 73°49'04" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 900 over CROSS BAY BR ENTR, CROSS
Structure number:00000000552123A
Location:CROSS BAY BRIDGE
Purpose:Carries highway and pedestrian walkway over highway and waterway
Route classification:Other Principal Arterial (Urban) [14]
Tolls:Yes [1]
Length of largest span:140.8 ft. [42.9 m]
Total length:941.0 ft. [286.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:99°
Owner:Local Toll Authority [32]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:13
Main spans material:Prestressed concrete [5]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:20,692 [as of 2014]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Fair [5 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 replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:64.9 tons [59.0 metric tons]
Inventory rating:38.9 tons [35.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:51.1
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,313,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201551.1Functionally obsoleteSatisfactoryFairFair20692
September 201354.2Functionally obsoleteSatisfactoryFairFair15678
September 201154.2Functionally obsoleteSatisfactoryFairFair15678
September 200944.0Functionally obsoleteSatisfactoryFairFair15678
August 200744.0Functionally obsoleteSatisfactoryFairFair15678
July 200544.0Functionally obsoleteSatisfactoryFairFair15678
August 200344.0Functionally obsoleteSatisfactoryFairFair15678
June 200143.8Functionally obsoleteSatisfactoryFairFair15678
June 199943.8Functionally obsoleteSatisfactoryFairFair15678
May 199736.2Structurally deficientPoorFairPoor8200
October 199536.0Structurally deficientPoorPoorPoor8200
June 199436.0Structurally deficientPoorPoorPoor8200
May 199236.0Structurally deficientPoorPoorPoor8200
May 199055.2Structurally deficientPoorPoorPoor8200