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S BOEING ACCESS RD over I-5

Map

Coordinates:
+47.50788, -122.28146
47°30'28" N, 122°16'53" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S BOEING ACCESS RD over I-5
Structure number:0007618E0000000
Location:0.5 N JCT SR 900
Purpose:Carries highway over highway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:81.0 ft. [24.7 m]
Total length:337.0 ft. [102.7 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:89.9 ft. [27.4 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:22°
Owner:State Highway Agency [01]
Year built:1966
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:Latex Concrete or similar additive [3]

Latest Available Inspection: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:37,060 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:49.9 tons [45.4 metric tons]
Inventory rating:36.0 tons [32.7 metric tons]
Sufficiency rating:77.2
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$11,862,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201677.2FairGoodSatisfactoryGoodFO37060
October 201477.2FairGoodSatisfactoryGoodFO37060
October 201275.2FairGoodSatisfactoryGoodFO37060
December 201075.2FairGoodSatisfactoryGoodFO36908
November 200877.1GoodGoodGoodGoodFO31000
October 200677.1FairSatisfactorySatisfactoryGoodFO31000
December 200477.1FairSatisfactoryGoodGoodFO31000
November 200278.1FairSatisfactoryGoodGoodFO31000
October 200089.2FairSatisfactoryGoodGoodFO2430
July 199889.2FairSatisfactoryGoodGoodFO2430
December 199692.3FairSatisfactoryGoodGood-2430
March 199487.0FairSatisfactoryGoodGood-2430
April 199292.2FairSatisfactoryGoodGood-2430

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Superstructure
Prestressed Concrete Girder/Beamlinear ft.5,3925,3711200
Deck
Reinforced Concrete Decksq. ft.27,63427,625702
Wearing Surfacessq. ft.27,634027,62770
Substructure
Reinforced Concrete Columneach2020000
Reinforced Concrete Abutmentlinear ft.228228000
Reinforced Concrete Pier Caplinear ft.352349030
Joints
Compression Jointlinear ft.847008470
Open Jointlinear ft.337003370
Bearings
Elastomeric Bearingeach160160000
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.6746580160
Reinforced Concrete Bridge Raillinear ft.674674000