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69TH STREET over CSX TRANS/CP/P&W

Map

Coordinates:
+40.71516, -73.88740
40°42'55" N, 73°53'15" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:69TH STREET over CSX TRANS/CP/P&W
Structure number:000000002247490
Location:AT MIDDLE VILLAGE
Purpose:Carries highway and pedestrian walkway over railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:85.0 ft. [25.9 m]
Total length:92.9 ft. [28.3 m]
Roadway width between curbs:44.0 ft. [13.4 m]
Deck width edge-to-edge:66.3 ft. [20.2 m]
Vertical clearance below bridge:25.9 ft. [7.9 m]
Skew angle:37°
Owner:City or Municipal Highway Agency [04]
Year built:1917
Year reconstructed:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Posted for other load-capacity restriction [R]
Average daily traffic:14,307 [as of 2016]
Truck traffic:7% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Scour condition:Bridge not over waterway. [N]
Operating rating:100.8 tons [91.6 metric tons]
Inventory rating:59.8 tons [54.4 metric tons]
Sufficiency rating:81.8
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,743,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201681.8FairSatisfactoryFairGood-14307
November 201482.5FairSatisfactoryFairGood-11387
December 201282.5FairSatisfactoryFairGood-11400
December 201084.5FairSatisfactoryFairGood-2090
September 200882.2FairSatisfactoryFairGood-12482
September 200693.6FairGoodGoodSatisfactory-12306
June 200496.6FairGoodGoodSatisfactory-2090
September 200296.6FairGoodGoodSatisfactory-2090
August 200098.6FairGoodGoodSatisfactory-2090
July 199878.5GoodExcellentExcellentExcellentFO2090
December 199668.2FairVery GoodVery GoodFairFO2090
December 199468.3FairVery GoodVery GoodFair-2090
December 199268.3FairVery GoodVery GoodFair-2090
November 199166.3FairVery GoodVery GoodFairFO1900