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RTE 907C over GERRITSEN INLET

Map 

Coordinates:
+40.58570, -73.91277
40°35'09" N, 73°54'46" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:RTE 907C over GERRITSEN INLET
Structure number:000000002231450
Location:2.9MI E BELT PKY+OCEAN PY
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:126.0 ft. [38.4 m]
Total length:520.0 ft. [158.5 m]
Roadway width between curbs:74.2 ft. [22.6 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Vertical clearance below bridge:24.0 ft. [7.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1939
Historic significance:Historical significance is not determinable at this time [4]
Number of main spans:5
Main spans material:Steel continuous [4]
Main spans design:Girder and floorbeam system [03]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2015 

Status:Posted for load [P]
Average daily traffic:157,170 [as of 2011]
Truck traffic:4% of total traffic
Deck condition:Poor [4 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 replacement [2]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:5.0 tons [4.5 metric tons]
Inventory rating:5.0 tons [4.5 metric tons]
Evaluation:Structurally deficient [1]
Sufficiency rating:15.0
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$43,593,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201515.0Structurally deficientPoorPoorFair157170
August 201415.0Structurally deficientPoorPoorFair157170
December 201315.0Structurally deficientPoorPoorFair166580
July 201215.0Structurally deficientPoorPoorFair134400
August 201115.0Structurally deficientPoorPoorFair134400
August 201015.0Structurally deficientPoorPoorFair151992
October 200915.0Structurally deficientPoorPoorFair134380
December 200815.0Structurally deficientPoorPoorFair134380
June 200715.0Structurally deficientPoorFairFair134380
August 200615.0Structurally deficientPoorFairFair151992
July 200515.0Structurally deficientPoorFairFair151992
August 200415.0Structurally deficientPoorFairFair151992
July 200315.0Structurally deficientPoorFairFair136128
July 200215.0Structurally deficientPoorFairFair138688
August 200115.0Structurally deficientPoorFairFair138688
August 200015.0Structurally deficientPoorPoorFair130326
October 199915.0Structurally deficientPoorSeriousFair130326
November 199815.0Structurally deficientPoorSeriousFair129278
November 199715.0Structurally deficientPoorPoorSerious120141
July 199631.0Structurally deficientPoorPoorSerious120141
June 199530.0Structurally deficientPoorPoorSerious120141
December 199430.0Structurally deficientPoorPoorSerious120141
November 199335.0Structurally deficientPoorPoorSerious134447
August 199235.0Structurally deficientPoorPoorSerious115000
August 199035.0Structurally deficientPoorSeriousSerious115000