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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 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:9,784 [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: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]
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:106.9 tons [97.2 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:59.1
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$11,260,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201659.1FairSatisfactoryFairSatisfactoryFO9784
October 201547.9FairSatisfactoryFairSatisfactoryFO9804
October 201452.6FairSatisfactoryFairSatisfactoryFO9804
December 201352.6FairSatisfactoryFairSatisfactoryFO9804
October 201252.6FairSatisfactoryFairSatisfactoryFO9800
November 201153.9FairSatisfactoryFairSatisfactoryFO5999
October 201052.4FairSatisfactoryFairSatisfactoryFO10416
August 200952.4FairSatisfactoryFairSatisfactoryFO10416
October 200851.1FairSatisfactoryFairSatisfactoryFO14294
September 200752.9FairSatisfactoryFairSatisfactoryFO9154
September 200651.5FairSatisfactoryFairSatisfactoryFO13088
September 200453.9FairSatisfactoryFairSatisfactoryFO5999
September 200251.4FairSatisfactoryFairSatisfactoryFO10571
November 200040.1PoorSatisfactoryPoorSatisfactorySD11336
October 199851.1FairSatisfactoryFairSatisfactoryFO11336
September 199639.2PoorFairPoorFairSD10016
September 199437.4PoorFairPoorFairSD11378
June 199245.0PoorFairPoorFairSD11378
October 199039.9PoorFairPoorFairSD11378