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I-5 over MILITARY RD ROSE ST

Map

Coordinates:
+47.53048, -122.29372
47°31'50" N, 122°17'37" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:I-5 over MILITARY RD ROSE ST
Structure number:0007617C0000000
Location:2.2 N JCT SR 900
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:62.0 ft. [18.9 m]
Total length:161.1 ft. [49.1 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:83.0 ft. [25.3 m]
Vertical clearance below bridge:17.4 ft. [5.3 m]
Skew angle:13°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18+Mod / HS 20+Mod [6]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Latex Concrete or similar additive [3]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:97,064 [as of 2012]
Truck traffic:9% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Equal to present minimum criteria [6]
Underclearances appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:78.9 tons [71.7 metric tons]
Inventory rating:45.9 tons [41.7 metric tons]
Sufficiency rating:88.9
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$5,152,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201688.9GoodGoodGoodGood-97064
November 201488.9GoodGoodGoodGood-97064
November 201288.7GoodGoodGoodGood-99321
December 201088.5FairSatisfactorySatisfactoryGood-101786
December 200887.8FairSatisfactorySatisfactoryGood-108900
October 200688.1FairSatisfactorySatisfactoryGood-106000
December 200488.1FairSatisfactorySatisfactoryGood-106000
November 200288.1FairSatisfactorySatisfactoryGood-106000
October 200090.1FairSatisfactorySatisfactoryGood-84229
July 199890.1FairSatisfactorySatisfactoryGood-84229
December 199690.1FairSatisfactorySatisfactoryGood-84229
March 199485.7FairSatisfactorySatisfactoryGood-164600
April 199251.9PoorPoorPoorGoodSD68850

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Deck
Reinforced Concrete Top Flangesq. ft.12,88012,880000
Wearing Surfacessq. ft.12,880012,88000
Substructure
Reinforced Concrete Columneach108020
Reinforced Concrete Abutmentlinear ft.200200000
Reinforced Concrete Pile Cap/Footinglinear ft.22000
Joints
Strip Seal Jointlinear ft.164008282
Open Jointlinear ft.160000160
Bearings
Elastomeric Bearingeach44000
Movable Bearingeach1613030
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.332332000
Deck
Reinforced Concrete Slabsq. ft.12,88012,8166040