Share:

HWY GRAPE ST over WATER DWIGHT MFG CANAL

Map

Coordinates:
+42.14944, -72.60375
42°08'58" N, 72°36'14" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HWY GRAPE ST over WATER DWIGHT MFG CANAL
Structure number:C130150PMMUNNBI
Location:300 FT N. JCT FRONT ST.
Purpose:Carries highway over waterway
Route classification:Local (Urban) [19]
Length of largest span:54.5 ft. [16.6 m]
Total length:58.4 ft. [17.8 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:28.2 ft. [8.6 m]
Skew angle:
Owner:City or Municipal Highway Agency [04]
Year built:1943
Year reconstructed:1993
Historic significance:Historical significance is not determinable at this time [4]
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:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:50 [as of 2015]
Deck condition:Good [7 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Equal to present minimum criteria [6]
Water adequacy appraisal:Better than present minimum criteria [7]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:86.0
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$803,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2017FairGoodFairSatisfactory5086.0
November 2015FairGoodFairSatisfactory5086.0
November 2013FairGoodFairSatisfactory60075.0
November 2011FairGoodSatisfactorySatisfactory60086.0
November 2009FairGoodSatisfactorySatisfactory60086.0
November 2007FairGoodSatisfactorySatisfactory60086.0
December 2005FairGoodGoodSatisfactory60086.0
December 2003GoodGoodGoodGood60086.0
December 2001GoodGoodGoodGood60087.0
December 1999GoodGoodGoodGood60087.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Steel Girder/Beamlinear ft.2232030200
Steel Protective Coatingsq. ft.1,7611,7510010
Deck
Reinforced Concrete Decksq. ft.1,6541,6302400
Wearing Surfacessq. ft.1,4051,3810240
Substructure
Reinforced Concrete Abutmentlinear ft.3131000
Masonry Abutmentlinear ft.3152510
Bearings
Movable Bearingeach42110
Steel Protective Coatingsq. ft.42011
Fixed Bearingeach42200
Steel Protective Coatingsq. ft.42200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.102102000
Reinforced Concrete Bridge Raillinear ft.1716010