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MILLCREEK RD over MILL CREEK

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MILLCREEK RD over MILL CREEK
Structure number:3160610
Location:0.3 MI E OF BEEKMAN ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:141.1 ft. [43.0 m]
Total length:311.0 ft. [94.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:27.9 ft. [8.5 m]
Vertical clearance above deck:14.1 ft. [4.3 m]
Skew angle:70°
Owner:City or Municipal Highway Agency [04]
Year built:1953
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Steel [3]
Main span design:Truss - Thru [10]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,150 [as of 1991]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 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:Better than present minimum criteria [7]
Roadway alignment appraisal:Better than present minimum criteria [7]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:43.1 tons [39.2 metric tons]
Inventory rating:25.6 tons [23.3 metric tons]
Sufficiency rating:81.9
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$75,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
May 201681.9FairSatisfactorySatisfactoryGood-1150
May 201562.4FairSatisfactorySatisfactoryGood-1150
July 201475.8FairSatisfactorySatisfactoryGood-1150
September 201363.1FairSatisfactoryGoodGood-1150
August 201263.1FairSatisfactoryGoodGood-1150
October 201163.4FairSatisfactoryGoodGood-1150
July 201062.4FairSatisfactoryGoodGood-1150
June 200971.7GoodGoodGoodGood-1150
April 200871.7GoodGoodGoodGood-1150
May 200771.7GoodGoodGoodGood-1150
April 200671.7GoodGoodGoodGood-1150
February 200571.7GoodGoodGoodGood-1150
January 200371.7GoodGoodGoodGood-1150
January 200271.7GoodGoodGoodGood-1150
April 200067.7GoodGoodGoodGoodFO1150
October 199867.7GoodGoodGoodGoodFO1150
October 199567.7GoodGoodGoodGoodFO1150
October 199367.7GoodGoodGoodGoodFO1150
December 199267.7GoodGoodGoodGoodFO1150
January 199255.6FairVery GoodFairGoodFO1150
March 199155.4FairVery GoodFairGoodFO2000