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SMA7013;CLOVERDALE over I 84;CLOVERDALE RD GS

Map

Coordinates:
+43.59703, -116.33437
43°35'49" N, 116°20'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SMA7013;CLOVERDALE over I 84;CLOVERDALE RD GS
Structure number:000000000021185
Location:6.5 W. BOISE
Purpose:Carries highway over highway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:74.2 ft. [22.6 m]
Total length:220.2 ft. [67.1 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:32.8 ft. [10.0 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Prestressed concrete [5]
Main spans 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: February 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,000 [as of 2015]
Truck traffic:2% of total traffic
Deck condition:Satisfactory [6 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Meets minimum tolerable limits to be left in place as is [4]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:64.4
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,785,000

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
February 2018FairSatisfactoryFairSatisfactory1200064.4
February 2016FairSatisfactorySatisfactoryGood1100076.0
February 2014FairGoodSatisfactoryGood1100076.0
February 2012FairGoodSatisfactoryGood1100072.7
February 2010FairFairSatisfactoryFair1200058.9
February 2008FairFairSatisfactoryFair1000060.1
May 2006PoorFairSeriousFair100004.0
May 2004FairFairSatisfactoryFair1000057.0
May 2002FairSatisfactorySatisfactoryFair1100057.5
May 2000FairSatisfactorySatisfactoryFair650060.2
May 1998FairGoodGoodSatisfactory650071.9
May 1996FairGoodGoodSatisfactory650071.9
May 1994FairGoodGoodSatisfactory650071.9
May 1992FairGoodGoodSatisfactory550072.4
May 1990GoodGoodGoodGood550072.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.1,0991,0831033
Deck
Reinforced Concrete Decksq. ft.7,2124,1663,04600
Substructure
Reinforced Concrete Columneach99000
Reinforced Concrete Abutmentlinear ft.72452610
Reinforced Concrete Pier Caplinear ft.92355340
Joints
Pourable Jointlinear ft.98380060
Bearings
Elastomeric Bearingeach3003000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.4596939000
Steel Protective Coatingsq. ft.1,14700803344