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HUNTERS POINT AVE over DUTCH KILLS CREEK

Map

Coordinates:
+40.74092, -73.94084
40°44'27" N, 73°56'27" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:HUNTERS POINT AVE over DUTCH KILLS CREEK
Structure number:000000002240450
Location:AT HUNTERS POINT
Purpose:Carries highway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:78.7 ft. [24.0 m]
Total length:233.9 ft. [71.3 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Vertical clearance above deck:18.7 ft. [5.7 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Owner:City or Municipal Highway Agency [04]
Year built:1910
Year reconstructed:1981
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 13.5 / HS 15 [3]
Number of main spans:2
Main spans material:Steel [3]
Main spans design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:8,605 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
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:60.9 tons [55.4 metric tons]
Inventory rating:27.0 tons [24.5 metric tons]
Sufficiency rating:81.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,889,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201681.4GoodGoodVery GoodGood-8605
May 201481.3GoodGoodVery GoodGood-8577
July 201281.2GoodGoodVery GoodGood-8600
July 201083.3GoodGoodVery GoodGood-2443
July 200883.3GoodGoodVery GoodGood-2443
July 200681.5GoodGoodGoodGood-6822
May 200483.3GoodGoodGoodGood-2443
May 200286.5GoodGoodVery GoodGood-6975
March 200086.5GoodGoodGoodGood-6847
May 199886.7GoodGoodGoodGood-5837
June 199659.6PoorFairSatisfactoryPoorSD7703
May 199457.3PoorPoorSatisfactoryPoorSD4044
July 199273.6PoorPoorSatisfactoryFairSD4044
September 199086.8FairFairVery GoodSatisfactory-4044