I 184B EBL & WBL over S7073;CANAL;COLE RD


+43.60750, -116.27444
43°36'27" N, 116°16'28" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I 184B EBL & WBL over S7073;CANAL;COLE RD
Structure number:000000000018966
Location:0.7 W. BOISE WCL
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:109.9 ft. [33.5 m]
Total length:235.9 ft. [71.9 m]
Roadway width between curbs:108.9 ft. [33.2 m]
Deck width edge-to-edge:113.9 ft. [34.7 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:2001
Historic significance:Historical significance is not determinable at this time [4]
Design load:MS 22.5 / HS 25 [9]
Number of main spans:3
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Epoxy Overlay [5]

Latest Available Inspection: April 2017

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:68,500 [as of 2015]
Truck traffic:6% of total traffic
Deck condition:Good [7 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:Superior to present desirable criteria [9]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:89.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2017GoodGoodVery GoodGood6850089.3
April 2015GoodGoodVery GoodVery Good6700089.4
April 2013GoodGoodVery GoodVery Good6700089.4
April 2011GoodGoodVery GoodVery Good6200089.9
April 2009GoodGoodVery GoodVery Good6100090.0
May 2007GoodGoodVery GoodVery Good5750088.2
May 2005GoodVery GoodVery GoodVery Good5700088.3
May 2003GoodVery GoodVery GoodVery Good5800088.2
May 2001GoodExcellentExcellentExcellent5800088.2

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
Steel Girder/Beamlinear ft.3,7763,776000
Steel Protective Coatingsq. ft.54,75254,752000
Reinforced Concrete Decksq. ft.25,67211,57214,10000
Wearing Surfacessq. ft.25,67725,677000
Concrete Protective Coatingsq. ft.25,67725,677000
Reinforced Concrete Columneach1212000
Reinforced Concrete Abutmentlinear ft.3252953000
Reinforced Concrete Pier Caplinear ft.3122625000
Compression Jointlinear ft.3252854000
Elastomeric Bearingeach6464000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.7086337500