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HOLLY ST. over NOBLE CANAL

Map

Coordinates:
+43.97417, -116.81750
43°58'27" N, 116°49'03" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:HOLLY ST. over NOBLE CANAL
Structure number:000000000028350
Location:IN NEW PLYMOUTH;HOLLY ST
Purpose:Carries highway over waterway
Route classification:Minor Collector (Rural) [08]
Length of largest span:22.0 ft. [6.7 m]
Total length:24.0 ft. [7.3 m]
Roadway width between curbs:24.0 ft. [7.3 m]
Deck width edge-to-edge:24.0 ft. [7.3 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1972
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:200 [as of 2015]
Truck traffic:10% of total traffic
Deck condition:Satisfactory [6 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:89.5
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$327,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
October 2016FairSatisfactorySatisfactorySatisfactory20089.5
October 2014FairSatisfactorySatisfactorySatisfactory20089.5
October 2012FairSatisfactorySatisfactorySatisfactory20089.5
October 2010FairSatisfactorySatisfactorySatisfactory20089.5
October 2008FairSatisfactorySatisfactorySatisfactory20089.5
October 2006FairSatisfactorySatisfactoryFair20069.0
October 2004FairSatisfactorySatisfactoryFair20069.0
October 2002FairSatisfactorySatisfactoryFair20069.0
October 2000FairSatisfactorySatisfactoryFair20069.0
October 1998FairSatisfactorySatisfactoryFair20069.0
October 1996FairSatisfactorySatisfactoryFair20069.0
October 1994FairSatisfactorySatisfactoryFair20068.5
October 1993FairSatisfactorySatisfactoryFair20068.5
October 1992FairSatisfactorySatisfactoryFair20050.1
October 1991FairSatisfactorySatisfactoryFair20050.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.66422400
Deck
Reinforced Concrete Decksq. ft.5815334800
Wearing Surfacessq. ft.581581000
Substructure
Reinforced Concrete Abutmentlinear ft.83315200
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.56461000
Steel Protective Coatingsq. ft.22112110000