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US 5 /ST10/GRNFLD over WATER DEERFIELD RIVER

Map

Coordinates:
+42.56958, -72.59203
42°34'10" N, 72°35'31" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:US 5 /ST10/GRNFLD over WATER DEERFIELD RIVER
Structure number:D060020U4DOTNBI
Old structure number:0U4003213000101 (from 1992 edition)
Location:AT JCT RIVER RD.
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:132.9 ft. [40.5 m]
Total length:538.1 ft. [164.0 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:50.2 ft. [15.3 m]
Skew angle:33°
Owner:State Highway Agency [01]
Year built:1932
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:3
Main spans material:Steel [3]
Main spans design:Truss - Deck [09]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: May 2017

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:17,850 [as of 2017]
Truck traffic:10% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Serious [3 out of 9]
Substructure condition:Fair [5 out of 9]
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour conditions; field review indicates action is required. [4]
Sufficiency rating:33.8
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$19,604,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
May 2017PoorFairSeriousFair1785033.8
May 2015PoorFairPoorPoor970053.2
May 2013PoorFairPoorPoor970053.2
May 2011PoorSatisfactoryFairPoor970054.4
May 2009PoorSatisfactoryFairPoor970054.4
May 1999GoodGoodGoodGood640093.7
May 1997GoodGoodGoodGood640093.7
May 1995GoodVery GoodVery GoodVery Good640082.5
July 1991GoodVery GoodVery GoodGood3073157.3

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.1,03589946900
Steel Protective Coatingsq. ft.8,48708,0544330
Steel Stringerlinear ft.2,5022,22227640
Steel Protective Coatingsq. ft.9,18908,9002818
Deck
Reinforced Concrete Decksq. ft.27,16624,7462,42000
Wearing Surfacessq. ft.21,4585,08011,3095,0690
Superstructure
Steel Trusslinear ft.1,600975530896
Steel Protective Coatingsq. ft.32,000018,22813,75220
Steel Floor Beamlinear ft.2,1631,7772425985
Steel Protective Coatingsq. ft.9,70205,6733,94485
Steel Gusset Plateeach7364941793627
Substructure
Reinforced Concrete Columneach108200
Reinforced Concrete Pier Walllinear ft.26924013160
Reinforced Concrete Abutmentlinear ft.1182256400
Joints
Strip Seal Jointlinear ft.142001420
Bearings
Elastomeric Bearingeach64501400
Steel Protective Coatingsq. ft.128128000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.9929643250