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


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 

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. ratingEvaluationDeckSuper.Sub.ADT
June 201590.3Not deficientSatisfactorySatisfactorySatisfactory8440
July 201390.2Not deficientGoodSatisfactoryGood8440
July 201190.2Not deficientVery GoodSatisfactoryGood8400
March 201134.0Structurally deficientPoorPoorCritical3997
March 201034.0Structurally deficientPoorPoorCritical3997
August 200834.0Structurally deficientPoorPoorCritical3997
June 200745.9Structurally deficientPoorPoorPoor3997
June 200545.9Structurally deficientPoorPoorPoor3997
June 200459.0Structurally deficientPoorPoorPoor3997
July 200345.0Structurally deficientCriticalSeriousSerious3997
July 200156.0Structurally deficientSeriousPoorSatisfactory13416
April 199956.0Structurally deficientSeriousPoorSatisfactory14107
May 199876.0Not deficientFairFairFair17222
June 199756.0Structurally deficientSeriousPoorSatisfactory17222
August 199645.9Not deficientPoorPoorFair16656
July 199549.9Not deficientPoorPoorFair14850
July 199356.8Structurally deficientSeriousPoorFair18724
June 199256.8Structurally deficientSeriousPoorFair18724
August 199151.8Structurally deficientSeriousPoorFair18724