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MILTON MACGLASHAN over BATAVIA KILL

Map

Coordinates:
+42.29325, -74.14087
42°17'36" N, 74°08'27" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:MILTON MACGLASHAN over BATAVIA KILL
Structure number:000000002269280
Location:4 MI E OF HENSONVILLE
Purpose:Carries highway over waterway
Route classification:Local (Rural) [09]
Length of largest span:69.9 ft. [21.3 m]
Total length:71.9 ft. [21.9 m]
Roadway width between curbs:15.7 ft. [4.8 m]
Deck width edge-to-edge:16.1 ft. [4.9 m]
Skew angle:20°
Owner:Town or Township Highway Agency [03]
Year built:2000
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 22.5 / HS 25 [9]
Main span material:Prestressed concrete [5]
Main span design:Box beam or girders - Multiple [05]
Deck type:Not applicable [N]
Wearing surface:Integral Concrete (separate non-modified layer of concrete added to structural deck) [2]

Latest Available Inspection: September 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:68 [as of 2017]
Truck traffic:5% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is being eroded. River control devices and/or embankment have major damage. Trees and rush restrict the channel. [5]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:83.5
Recommended work:Widening of existing bridge with deck rehabilitation or replacement. [34]
Estimated cost of work:$441,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2018GoodVery GoodVery GoodGood6883.5
September 2016GoodVery GoodVery GoodGood8483.4
November 2014GoodVery GoodVery GoodGood8680.6
November 2012GoodVery GoodExcellentGood1081.4
November 2010GoodVery GoodExcellentExcellent1081.4
October 2008GoodExcellentExcellentExcellent1092.9
September 2006GoodExcellentExcellentExcellent1092.9
July 2004GoodExcellentExcellentExcellent1092.9
December 2002GoodExcellentExcellentExcellent1092.9
November 2000GoodExcellentExcellentExcellent1092.9
March 2000PoorGoodSeriousFair1018.4
October 1998PoorGoodSeriousFair1018.4
November 1997PoorSatisfactorySeriousSerious1018.4

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.287287000
Deck
Reinforced Concrete Top Flangesq. ft.1,1291,129000
Wearing Surfacessq. ft.1,1291,129000
Substructure
Reinforced Concrete Abutmentlinear ft.3636000
Steel Pileeach29111800
Steel Protective Coatingsq. ft.28802561616
Bearings
Elastomeric Bearingeach44000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.143143000
Steel Protective Coatingsq. ft.1,0551,055000