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STP7605;SELTICE WY over I 90 EB-WB;SELTICE IC

Map

Coordinates:
+47.71300, -116.93119
47°42'47" N, 116°55'52" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STP7605;SELTICE WY over I 90 EB-WB;SELTICE IC
Structure number:000000000030575
Location:AT POST FALLS WCL
Purpose:Carries highway overpass over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:125.0 ft. [38.1 m]
Total length:395.0 ft. [120.4 m]
Roadway width between curbs:51.8 ft. [15.8 m]
Deck width edge-to-edge:65.0 ft. [19.8 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Skew angle:45°
Owner:State Highway Agency [01]
Year built:1977
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:Concrete continuous [2]
Main spans design:Box Beam or girders - Single or Spread [06]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: March 2018

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:14,500 [as of 2016]
Truck traffic:2% 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:Meets minimum tolerable limits to be left in place as is [4]
Underclearances appraisal:Equal to present minimum criteria [6]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Sufficiency rating:81.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2018FairSatisfactorySatisfactorySatisfactory1450081.3
March 2016FairSatisfactorySatisfactorySatisfactory1450082.2
March 2014FairSatisfactorySatisfactorySatisfactory1450082.2
March 2012FairSatisfactorySatisfactorySatisfactory1700080.0
March 2010FairSatisfactorySatisfactorySatisfactory1700081.0
March 2008FairSatisfactorySatisfactorySatisfactory1700081.0
March 2006FairSatisfactorySatisfactorySatisfactory1700081.0
March 2004FairSatisfactorySatisfactorySatisfactory1700081.0
March 2002FairSatisfactorySatisfactorySatisfactory1600081.0
March 2000FairSatisfactorySatisfactorySatisfactory1300079.0
March 1998FairSatisfactoryGoodGood1300079.0
March 1996FairSatisfactoryGoodGood1200081.0
March 1994FairSatisfactoryGoodGood1200081.0
March 1992GoodGoodGoodGood1080081.0
April 1990GoodGoodGoodGood1080081.0

Element Data

Source: National Bridge Elements dataset, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Closed Web/Box Girderlinear ft.39426113300
Deck
Reinforced Concrete Top Flangesq. ft.25,6759,67116,00040
Concrete Protective Coatingsq. ft.20,54020,540000
Substructure
Reinforced Concrete Columneach98100
Reinforced Concrete Abutmentlinear ft.1901692010
Joints
Compression Jointlinear ft.147001470
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.893893000
Reinforced Concrete Bridge Raillinear ft.904090400
Concrete Protective Coatingsq. ft.904904000