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SEA WORLD DR over BNSF,AMTRAK,MTDB LRT,I 5

Map

Coordinates:
+32.76966, -117.20694
32°46'11" N, 117°12'25" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SEA WORLD DR over BNSF,AMTRAK,MTDB LRT,I 5
Structure number:57 0607
Location:11-SD-005-R20.82-SD
Purpose:Carries highway and pedestrian walkway over highway, waterway, and railroad
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:121.1 ft. [36.9 m]
Total length:836.0 ft. [254.8 m]
Roadway width between curbs:81.0 ft. [24.7 m]
Deck width edge-to-edge:92.9 ft. [28.3 m]
Vertical clearance below bridge:13.1 ft. [4.0 m]
Skew angle:19°
Owner:State Highway Agency [01]
Year built:1967
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Main span material:Prestressed concrete [5]
Main span 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: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:39,590 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Fair [5 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: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]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:82.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairGoodGood3959082.0
October 2015GoodGoodGoodVery Good3959083.1
October 2013GoodGoodVery GoodGood3959083.1
November 2011GoodGoodVery GoodGood3959083.1
November 2009PoorPoorVery GoodGood3959079.8
January 2008PoorPoorVery GoodGood3959079.8
January 2006PoorPoorVery GoodGood3959080.9
November 2003FairFairVery GoodGood2450086.9
November 2001FairFairVery GoodGood2450086.9
November 1999FairSatisfactoryVery GoodGood2450081.5
December 1997FairSatisfactoryVery GoodGood2450081.5
August 1995GoodVery GoodVery GoodVery Good2450088.2
October 1991GoodVery GoodVery GoodVery Good2450088.2

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Prestressed Concrete Closed Web/Box Girderlinear ft.3330300
Reinforced Concrete Closed Web/Box Girderlinear ft.3543342000
Deck
Reinforced Concrete Top Flangesq. ft.8,2607,12701,1330
Concrete Protective Coatingsq. ft.6,0006,000000
Substructure
Reinforced Concrete Columneach1111000
Reinforced Concrete Abutmentlinear ft.6060000
Reinforced Concrete Pileeach11000
Joints
Compression Jointlinear ft.116116000
Bridge Rail
Other Material Bridge Raillinear ft.5104850250