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BORDEN AVE BRIDGE over DUTCH KILLS

Map 

Coordinates:
+40.73907, -73.94275
40°44'21" N, 73°56'34" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:BORDEN AVE BRIDGE over DUTCH KILLS
Structure number:000000002240410
Location:1.1 MILES W JCT LIE & BQE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:84.0 ft. [25.6 m]
Total length:168.0 ft. [51.2 m]
Roadway width between curbs:34.1 ft. [10.4 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:3.9 ft. [1.2 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1908
Year reconstructed:1988
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 continuous [4]
Main spans design:Movable - Swing [17]
Deck type:Open Grating [3]
Wearing surface:Other [9]

Latest Available Inspection: June 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:8,440 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Pier/abutment protection:In place and functioning [2]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour conditions; field review indicates action is required. [4]
Operating rating:97.9 tons [89.0 metric tons]
Inventory rating:32.3 tons [29.4 metric tons]
Sufficiency rating:90.3
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$4,649,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
June 201590.3FairSatisfactorySatisfactorySatisfactory-8440
July 201390.2FairGoodSatisfactoryGood-8440
July 201190.2FairVery GoodSatisfactoryGood-8400
March 201134.0PoorPoorPoorCriticalSD3997
March 201034.0PoorPoorPoorCriticalSD3997
August 200834.0PoorPoorPoorCriticalSD3997
June 200745.9PoorPoorPoorPoorSD3997
June 200545.9PoorPoorPoorPoorSD3997
June 200459.0PoorPoorPoorPoorSD3997
July 200345.0PoorCriticalSeriousSeriousSD3997
July 200156.0PoorSeriousPoorSatisfactorySD13416
April 199956.0PoorSeriousPoorSatisfactorySD14107
May 199876.0FairFairFairFair-17222
June 199756.0PoorSeriousPoorSatisfactorySD17222
August 199645.9PoorPoorPoorFair-16656
July 199549.9PoorPoorPoorFair-14850
July 199356.8PoorSeriousPoorFairSD18724
June 199256.8PoorSeriousPoorFairSD18724
August 199151.8PoorSeriousPoorFairSD18724