E DANEKAS RD over I-90


+47.21115, -118.22643
47°12'40" N, 118°13'35" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:E DANEKAS RD over I-90
Structure number:0005783D0000000
Location:9.3 E JCT SR 261
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Major Collector (Rural) [07]
Length of largest span:50.9 ft. [15.5 m]
Total length:225.1 ft. [68.6 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:33.5 ft. [10.2 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Owner:State Highway Agency [01]
Year built:1958
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: July 2016 

Status:Open, no restriction [A]
Average daily traffic:960 [as of 2010]
Truck traffic:5% of total traffic
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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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]
Operating rating:55.4 tons [50.4 metric tons]
Inventory rating:32.7 tons [29.7 metric tons]
Sufficiency rating:72.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
July 201672.8Not deficientGoodFairSatisfactory960
July 201472.8Not deficientSatisfactoryFairSatisfactory960
July 201272.8Not deficientSatisfactoryFairSatisfactory960
July 201074.2Not deficientSatisfactoryFairSatisfactory960
August 200896.9Not deficientSatisfactorySatisfactorySatisfactory250
September 200696.9Not deficientSatisfactorySatisfactorySatisfactory250
September 200496.9Not deficientSatisfactorySatisfactorySatisfactory250
July 200285.9Not deficientSatisfactorySatisfactoryFair250
June 200096.9Not deficientSatisfactorySatisfactorySatisfactory246
20000.0Not applicable---11542
October 199896.9Not deficientSatisfactorySatisfactoryGood246
October 199696.9Not deficientSatisfactorySatisfactoryGood246
September 199490.6Not deficientSatisfactorySatisfactoryGood246
June 199288.8Not deficientSatisfactorySatisfactoryGood495
19920.0Not deficient---11350