Old East Main Stre over TRIB WALLKILL RIV


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


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 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:10,265 [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:Fair [5 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 and embankment protection is severely undermined. River control devices have severe damage. Large deposits of debris are in the channel. [4]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:45.0
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$1,135,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2018FairFairSatisfactoryFair1026545.0
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, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.21314319510
Steel Protective Coatingsq. ft.1,3445886221340
Reinforced Concrete Decksq. ft.1,00805045040
Wearing Surfacessq. ft.912091200
Reinforced Concrete Abutmentlinear ft.7207020
Reinforced Concrete Pile Cap/Footinglinear ft.60600
Enclosed/Concealed Bearingeach1401400
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6405770
Steel Protective Coatingsq. ft.103075280