Share:

INTERSTATE 805 NB 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 NB over LOS PENASQUITOS CREEK
Structure number:57 0779R
Location:11-SD-805-28.49-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:107.9 ft. [32.9 m]
Total length:204.1 ft. [62.2 m]
Roadway width between curbs:60.0 ft. [18.3 m]
Deck width edge-to-edge:62.3 ft. [19.0 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:Basically intolerable requiring high priority of replacement [2]
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:76.8 tons [69.8 metric tons]
Sufficiency rating:86.8
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,980,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201686.8GoodGoodGoodGoodFO73500
November 201488.9GoodVery GoodGoodGood-73500
November 201288.9FairGoodSatisfactorySatisfactory-73500
February 201189.3FairSatisfactorySatisfactorySatisfactory-70000
December 200888.1FairFairSatisfactorySatisfactory-71500
November 200688.1FairFairSatisfactorySatisfactory-71500
December 200488.2PoorPoorGoodGoodSD68500
November 200288.2PoorPoorGoodGoodSD68500
January 200289.5PoorPoorGoodGoodSD55000
November 200089.5PoorPoorGoodGoodSD55000
December 199691.7FairFairGoodGood-55000
November 199491.8GoodVery GoodVery GoodVery Good-55000
December 199291.7GoodVery GoodVery GoodVery Good-56000
October 199091.7GoodVery GoodVery GoodVery Good-56000