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INTERSTATE 805 SB over LOS PENASQUITOS CREEK

Map 

Coordinates:
+32.90333, -117.22333
32°54'12" N, 117°13'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 805 SB over LOS PENASQUITOS CREEK
Structure number:57 0779L
Location:11-SD-805-28.49-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:106.0 ft. [32.3 m]
Total length:203.1 ft. [61.9 m]
Roadway width between curbs:62.0 ft. [18.9 m]
Deck width edge-to-edge:64.0 ft. [19.5 m]
Vertical clearance above deck:17.1 ft. [5.2 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:2
Main spans material:Concrete continuous [2]
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:Good
Status:Open, no restriction [A]
Average daily traffic:73,500 [as of 2009]
Truck traffic:8% 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:Meets minimum tolerable limits to be left in place as is [4]
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]
Operating rating:109.8 tons [99.8 metric tons]
Inventory rating:77.0 tons [70.0 metric tons]
Sufficiency rating:88.9

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201688.9GoodGoodGoodGood-73500
November 201488.9GoodVery GoodGoodGood-73500
November 201288.9FairGoodSatisfactorySatisfactory-73500
February 201189.3FairGoodSatisfactorySatisfactory-70000
December 200888.1FairFairSatisfactorySatisfactory-71500
November 200685.9PoorPoorSatisfactorySatisfactorySD71500
December 200486.2PoorPoorGoodSatisfactorySD68500
November 200286.2PoorPoorGoodSatisfactorySD68500
January 200287.5PoorPoorGoodSatisfactorySD55000
November 200087.5PoorPoorGoodSatisfactorySD55000
July 199889.7FairFairGoodSatisfactory-55000
December 199689.7FairFairGoodSatisfactory-55000
November 199492.8GoodVery GoodVery GoodVery Good-55000
December 199292.7GoodVery GoodVery GoodVery Good-56000
October 199092.7GoodVery GoodVery GoodVery Good-56000