NE 130TH ST over I-5


+47.72310, -122.32418
47°43'23" N, 122°19'27" W


Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:NE 130TH ST over I-5
Structure number:0007270B0000000
Location:3.1 N JCT SR 522
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:75.1 ft. [22.9 m]
Total length:240.2 ft. [73.2 m]
Roadway width between curbs:49.9 ft. [15.2 m]
Deck width edge-to-edge:63.7 ft. [19.4 m]
Vertical clearance below bridge:16.4 ft. [5.0 m]
Owner:State Highway Agency [01]
Year built:1964
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 - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:20,062 [as of 2012]
Truck traffic:5% 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:Basically intolerable requiring high priority of corrrective action [3]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:92.8 tons [84.4 metric tons]
Inventory rating:54.9 tons [49.9 metric tons]
Sufficiency rating:70.1
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,184,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201670.1FairSatisfactorySatisfactorySatisfactoryFO20062
October 201470.1FairSatisfactorySatisfactoryGoodFO20062
October 201270.0FairSatisfactorySatisfactoryGoodFO20597
November 201069.9FairSatisfactorySatisfactoryGoodFO21268
November 200869.9FairSatisfactoryGoodGoodFO21268
December 200669.4GoodGoodGoodGoodFO24000
November 200469.4GoodGoodGoodGoodFO24000
October 200269.4FairSatisfactorySatisfactoryGoodFO24000
December 200071.3FairSatisfactorySatisfactoryGoodFO14000
May 199871.3FairSatisfactorySatisfactoryGoodFO14000
March 199671.1FairSatisfactorySatisfactoryGoodFO14000
August 199474.3FairSatisfactorySatisfactoryGoodFO14000
March 199279.5FairSatisfactorySatisfactoryGoodFO1879

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Reinforced Concrete Closed Web/Box Girderlinear ft.240233610
Reinforced Concrete Decksq. ft.12,00011,9841006
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.130128020
Pourable Jointlinear ft.100050050
Open Jointlinear ft.5000050
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.480480000
Reinforced Concrete Bridge Raillinear ft.480476040