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Old East Main Stre over TRIB WALLKILL RIV

Map

Coordinates:
+41.44001, -74.36470
41°26'24" N, 74°21'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:Old East Main Stre over TRIB WALLKILL RIV
Structure number:000000003345140
Location:3.0 MI NW OF GOSHEN
Purpose:Carries highway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:29.9 ft. [9.1 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:28.5 ft. [8.7 m]
Deck width edge-to-edge:31.5 ft. [9.6 m]
Skew angle:30°
Owner:Town or Township Highway Agency [03]
Year built:1957
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:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,483 [as of 2015]
Truck traffic:3% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
Water adequacy appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Sufficiency rating:56.0
Recommended work:Bridge deck replacement with only incidental widening. [37]
Estimated cost of work:$244,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2016FairFairSatisfactorySatisfactory1048356.0
May 2014FairFairSatisfactorySatisfactory1035272.0
May 2012FairFairSatisfactorySatisfactory1110071.7
May 2010FairSatisfactoryGoodSatisfactory1369271.8
May 2008FairSatisfactoryGoodGood1369271.8
May 2006FairSatisfactoryVery GoodSatisfactory1407172.7
June 2004FairSatisfactoryVery GoodSatisfactory1407172.7
May 2002FairSatisfactoryVery GoodSatisfactory1407172.7
May 2000FairSatisfactoryVery GoodSatisfactory1407172.7
May 1998FairGoodGoodSatisfactory1407173.7
April 1996FairSatisfactoryFairFair1482762.4
April 1994FairSatisfactoryFairSatisfactory1246662.0
May 1992FairSatisfactoryFairSatisfactory437868.0
May 1990FairFairFairSatisfactory437864.9

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.21314319510
Steel Protective Coatingsq. ft.1,34401,248096
Deck
Reinforced Concrete Decksq. ft.1,008728236440
Wearing Surfacessq. ft.912912000
Substructure
Reinforced Concrete Abutmentlinear ft.6461210
Reinforced Concrete Pile Cap/Footinglinear ft.99000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6460130
Steel Protective Coatingsq. ft.103010300