Source: National Bridge Inventory
Information not verified. Use at your own risk.


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 

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. ratingEvaluationDeckSuper.Sub.ADT
July 201689.2Not deficientGoodExcellentVery Good2000
November 201588.2Not deficientGoodExcellentVery Good2000
May 201589.2Not deficientGoodExcellentVery Good2000
March 201489.2Not deficientGoodExcellentVery Good2000
January 201389.2Not deficientGoodExcellentVery Good2000
May 201189.2Not deficientGoodExcellentVery Good2000
May 201091.2Not deficientGoodExcellentExcellent2000
April 200991.2Not deficientGoodExcellentExcellent2000
April 200891.2Not deficientGoodExcellentExcellent2000
June 200791.2Not deficientGoodExcellentExcellent2000
August 200691.2Not deficientGoodExcellentExcellent2000
March 200591.2Not deficientGoodExcellentExcellent2000
October 200291.2Not deficientExcellentExcellentExcellent2000
October 200191.2Not deficientExcellentExcellentExcellent2000
April 200091.2Not deficientExcellentExcellentExcellent2000
200091.2Not deficient---2000