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RTE 9W over NORMANS KILL, EX- D&H RA

Map

Coordinates:
+42.62565, -73.77698
42°37'32" N, 73°46'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:RTE 9W over NORMANS KILL, EX- D&H RA
Structure number:000000001007610
Location:.7 MI S JCT US 9W & I787
Purpose:Carries highway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:199.8 ft. [60.9 m]
Total length:475.1 ft. [144.8 m]
Roadway width between curbs:67.9 ft. [20.7 m]
Deck width edge-to-edge:70.9 ft. [21.6 m]
Owner:State Highway Agency [01]
Year built:1987
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Frame [07]
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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:30,162 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:81.4
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$11,270,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
July 2018FairFairVery GoodFair3016281.4
July 2016FairFairVery GoodFair3030881.4
July 2014FairFairVery GoodFair2849481.8
August 2012FairFairVery GoodFair2850081.8
July 2010FairFairGoodFair2849481.8
June 2008FairFairGoodFair2849481.8
June 2006FairFairGoodFair3704479.9
October 2004FairFairGoodFair3571580.2
August 2002FairFairGoodFair2819381.8
July 2000FairFairGoodFair2819381.8
May 1998FairFairGoodFair2819381.8
April 1996FairFairVery GoodFair2193282.0
April 1994FairFairVery GoodFair2193282.3
July 1992FairSatisfactoryVery GoodFair2470682.6
June 1990FairSatisfactoryVery GoodSatisfactory2470694.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.3,7723,74020120
Steel Protective Coatingsq. ft.62,01854,81307,14065
Deck
Reinforced Concrete Decksq. ft.33,69029,8433,84700
Wearing Surfacessq. ft.32,26624,1603,2644,8420
Substructure
Steel Columneach1616000
Steel Protective Coatingsq. ft.14,54813,93106170
Reinforced Concrete Abutmentlinear ft.2650229360
Reinforced Concrete Pile Cap/Footinglinear ft.128128000
Joints
Compression Jointlinear ft.142000142
Bearings
Movable Bearingeach1601420
Steel Protective Coatingsq. ft.6400064
Fixed Bearingeach1616000
Steel Protective Coatingsq. ft.1284848320
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.950950000
Steel Protective Coatingsq. ft.5,18505,105800