Share:

METROPOLITAN AVE over ENGLISH KILLS

Map

Coordinates:
+40.71436, -73.93095
40°42'52" N, 73°55'51" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:METROPOLITAN AVE over ENGLISH KILLS
Structure number:000000002240290
Location:ONE MILE EAST OF BQ EXP
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:111.9 ft. [34.1 m]
Total length:162.1 ft. [49.4 m]
Roadway width between curbs:53.2 ft. [16.2 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Owner:City or Municipal Highway Agency [04]
Year built:1931
Year reconstructed:2006
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Movable - Bascule [16]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: July 2015

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:33,128 [as of 2011]
Truck traffic:7% of total traffic
Deck condition:Excellent [9 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
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:68.3 tons [62.1 metric tons]
Inventory rating:31.0 tons [28.2 metric tons]
Sufficiency rating:60.7
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$22,584,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201560.7FairExcellentFairSatisfactory-33128
July 201346.4FairExcellentFairSatisfactory-33128
June 201172.3GoodExcellentExcellentExcellent-33100
July 200972.3GoodExcellentExcellentExcellent-32590
July 200771.8GoodExcellentExcellentExcellent-40970
September 200568.0GoodExcellentExcellentExcellent-14123
August 200441.8FairSatisfactoryFairSatisfactoryFO14123
November 200341.8FairSatisfactoryFairSatisfactoryFO14123
July 200137.2FairSatisfactoryFairSatisfactoryFO35449
November 199959.1FairSatisfactorySatisfactorySatisfactory-40812
November 199737.9PoorFairPoorFairSD35757
July 19959.2PoorPoorPoorPoorSD32322
September 19939.2PoorPoorPoorPoorSD23300
July 199131.8PoorFairPoorPoorSD40936