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GRAND STREET over NEWTOWN CREEK

Map 

Coordinates:
+40.71658, -73.92234
40°42'60" N, 73°55'20" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:GRAND STREET over NEWTOWN CREEK
Structure number:000000002240390
Location:OVER NEWTOWN CREEK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:112.9 ft. [34.4 m]
Total length:230.0 ft. [70.1 m]
Roadway width between curbs:19.7 ft. [6.0 m]
Deck width edge-to-edge:22.6 ft. [6.9 m]
Vertical clearance above deck:14.4 ft. [4.4 m]
Vertical clearance below bridge:8.9 ft. [2.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1901
Year reconstructed:1973
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Movable - Swing [17]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:9,804 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:96.0 tons [87.3 metric tons]
Inventory rating:21.6 tons [19.6 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:47.9
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$4,972,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201547.9Functionally obsoleteSatisfactoryFairSatisfactory9804
October 201452.6Functionally obsoleteSatisfactoryFairSatisfactory9804
December 201352.6Functionally obsoleteSatisfactoryFairSatisfactory9804
October 201252.6Functionally obsoleteSatisfactoryFairSatisfactory9800
November 201153.9Functionally obsoleteSatisfactoryFairSatisfactory5999
October 201052.4Functionally obsoleteSatisfactoryFairSatisfactory10416
August 200952.4Functionally obsoleteSatisfactoryFairSatisfactory10416
October 200851.1Functionally obsoleteSatisfactoryFairSatisfactory14294
September 200752.9Functionally obsoleteSatisfactoryFairSatisfactory9154
September 200651.5Functionally obsoleteSatisfactoryFairSatisfactory13088
September 200453.9Functionally obsoleteSatisfactoryFairSatisfactory5999
September 200251.4Functionally obsoleteSatisfactoryFairSatisfactory10571
November 200040.1Structurally deficientSatisfactoryPoorSatisfactory11336
October 199851.1Functionally obsoleteSatisfactoryFairSatisfactory11336
September 199639.2Structurally deficientFairPoorFair10016
September 199437.4Structurally deficientFairPoorFair11378
June 199245.0Structurally deficientFairPoorFair11378
October 199039.9Structurally deficientFairPoorFair11378