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W8-FAIRMOUNT OFF over ALVARADO CANYON RD EB

Map 

Coordinates:
+32.78000, -117.10000
32°46'48" N, 117°05'60" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:W8-FAIRMOUNT OFF over ALVARADO CANYON RD EB
Structure number:57 0888K
Location:11-SD-008-6.36-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:55.1 ft. [16.8 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:39.4 ft. [12.0 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1979
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: May 2014 

Status:Open, no restriction [A]
Average daily traffic:10,300 [as of 2009]
Truck traffic:1% 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:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Roadway alignment appraisal:Better than present minimum criteria [7]
Scour condition:Bridge not over waterway. [N]
Operating rating:88.0 tons [80.0 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:92.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
May 201492.4Not deficientGoodGoodGood10300
May 201292.4Not deficientGoodGoodGood10300
June 201092.1Not deficientGoodGoodGood12300
June 200692.1Not deficientGoodGoodGood12300
June 200491.9Not deficientGoodGoodGood14000
September 200290.9Not deficientGoodGoodGood14000
September 200081.7Functionally obsoleteGoodGoodGood14000
June 199881.7Functionally obsoleteGoodGoodGood14000
July 199686.1Not deficientVery GoodVery GoodVery Good14000
October 199486.1Not deficientVery GoodVery GoodVery Good14000
September 199286.1Not deficientVery GoodVery GoodVery Good14000
July 199086.1Not deficientVery GoodVery GoodVery Good14000