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S805-E8 CONNECTOR over I 8,CAMINO DEL RIO N,RMP

Map

Coordinates:
+32.77159, -117.13069
32°46'18" N, 117°07'50" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:S805-E8 CONNECTOR over I 8,CAMINO DEL RIO N,RMP
Structure number:57 0718F
Location:11-SD-805-17.59-SD
Purpose:Carries highway overpass over highway, waterway, and railroad
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:126.0 ft. [38.4 m]
Total length:1585.1 ft. [483.1 m]
Roadway width between curbs:39.0 ft. [11.9 m]
Deck width edge-to-edge:41.0 ft. [12.5 m]
Vertical clearance above deck:18.4 ft. [5.6 m]
Vertical clearance below bridge:19.7 ft. [6.0 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1972
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:16
Main spans material:Prestressed concrete continuous [6]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: November 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:26,500 [as of 2008]
Truck traffic:8% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Fair [5 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]
Underclearances appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:77.3

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
November 2016FairGoodGoodFair2650077.3
October 2014GoodGoodVery GoodGood2650089.5
October 2012FairFairSatisfactorySatisfactory2650088.4
December 2010FairFairSatisfactorySatisfactory2730088.1
November 2008PoorPoorSatisfactorySatisfactory2730085.9
November 2006PoorPoorSatisfactorySatisfactory2730085.9
November 2004FairFairGoodSatisfactory2340089.3
December 2002GoodGoodGoodGood2340090.3
September 2000GoodGoodVery GoodGood2340090.3
June 1996PoorCriticalVery GoodGood2340084.9
February 1995GoodVery GoodVery GoodVery Good2340089.9
December 1992GoodVery GoodVery GoodVery Good2340089.9
February 1992GoodVery GoodVery GoodVery Good2340089.9

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.3838000
Reinforced Concrete Closed Web/Box Girderlinear ft.445441400
Deck
Reinforced Concrete Top Flangesq. ft.6,0385,93610200
Concrete Protective Coatingsq. ft.5,7485,748000
Substructure
Reinforced Concrete Columneach1711600
Reinforced Concrete Abutmentlinear ft.1313000
Reinforced Concrete Pileeach11000
Joints
Compression Jointlinear ft.9491300
Assembly with Sealeach1212000
Bridge Rail
Other Material Bridge Raillinear ft.9669165000