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INTERSTATE 5 over OTAY RIVER OVERFLOW

Map

Coordinates:
+32.59048, -117.08783
32°35'26" N, 117°05'16" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:INTERSTATE 5 over OTAY RIVER OVERFLOW
Structure number:57 0263
Location:11-SD-005-5.09-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:24.9 ft. [7.6 m]
Total length:290.0 ft. [88.4 m]
Roadway width between curbs:168.0 ft. [51.2 m]
Deck width edge-to-edge:171.9 ft. [52.4 m]
Owner:State Highway Agency [01]
Year built:1952
Year reconstructed:1973
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:12
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: June 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:143,000 [as of 2009]
Truck traffic:4% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Sufficiency rating:69.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
June 2017FairFairFairGood14300069.1
June 2015PoorPoorPoorVery Good14300051.1
June 2013FairFairGoodGood14300084.0
July 2011FairFairGoodGood14300084.0
July 2009FairSatisfactoryGoodGood15400080.0
September 2007FairSatisfactoryGoodGood15400080.0
October 2005GoodGoodGoodGood15400080.0
September 2003GoodGoodGoodGood10700082.3
October 2001GoodGoodGoodGood14390080.0
October 1999GoodGoodGoodGood14390079.0
January 1998GoodGoodGoodGood14390079.0
August 1995GoodVery GoodVery GoodVery Good13130078.7
October 1991GoodVery GoodVery GoodVery Good13030078.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach286286000
Reinforced Concrete Abutmentlinear ft.105105000
Reinforced Concrete Pileeach11000
Reinforced Concrete Pier Caplinear ft.560560000
Joints
Pourable Jointlinear ft.8585000
Assembly with Sealeach8585000
Bearings
Enclosed/Concealed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.8989000
Other Material Bridge Raillinear ft.178178000
Deck
Reinforced Concrete Slabsq. ft.4,6322,3162,31600