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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 2014 

Status:Open, no restriction [A]
Average daily traffic:8,577 [as of 2011]
Truck traffic:13% 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:26.8 tons [24.4 metric tons]
Sufficiency rating:81.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,240,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201481.3Not deficientGoodVery GoodGood8577
July 201281.2Not deficientGoodVery GoodGood8600
July 201083.3Not deficientGoodVery GoodGood2443
July 200883.3Not deficientGoodVery GoodGood2443
July 200681.5Not deficientGoodGoodGood6822
May 200483.3Not deficientGoodGoodGood2443
May 200286.5Not deficientGoodVery GoodGood6975
March 200086.5Not deficientGoodGoodGood6847
May 199886.7Not deficientGoodGoodGood5837
June 199659.6Structurally deficientFairSatisfactoryPoor7703
May 199457.3Structurally deficientPoorSatisfactoryPoor4044
July 199273.6Structurally deficientPoorSatisfactoryFair4044
September 199086.8Not deficientFairVery GoodSatisfactory4044