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DREMAN AVENUE over WEST FORK CHANNEL

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:DREMAN AVENUE over WEST FORK CHANNEL
Structure number:3160432
Location:0.2 MI W OF BEEKMAN ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:96.1 ft. [29.3 m]
Total length:99.1 ft. [30.2 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:37.4 ft. [11.4 m]
Skew angle:34°
Owner:City or Municipal Highway Agency [04]
Year built:1999
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18+Mod / HS 20+Mod [6]
Main span material:Steel [3]
Main span design:Stringer/Multi-beam or girder [02]
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 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:2,000 [as of 1997]
Deck condition:Good [7 out of 9]
Superstructure condition:Excellent [9 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:106.9 tons [97.2 metric tons]
Inventory rating:66.7 tons [60.6 metric tons]
Sufficiency rating:89.2

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
July 201689.2GoodGoodExcellentVery Good-2000
November 201588.2GoodGoodExcellentVery Good-2000
May 201589.2GoodGoodExcellentVery Good-2000
March 201489.2GoodGoodExcellentVery Good-2000
January 201389.2GoodGoodExcellentVery Good-2000
May 201189.2GoodGoodExcellentVery Good-2000
May 201091.2GoodGoodExcellentExcellent-2000
April 200991.2GoodGoodExcellentExcellent-2000
April 200891.2GoodGoodExcellentExcellent-2000
June 200791.2GoodGoodExcellentExcellent-2000
August 200691.2GoodGoodExcellentExcellent-2000
March 200591.2GoodGoodExcellentExcellent-2000
October 200291.2GoodExcellentExcellentExcellent-2000
October 200191.2GoodExcellentExcellentExcellent-2000
April 200091.2GoodExcellentExcellentExcellent-2000