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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 2014 

Status:Open, no restriction [A]
Average daily traffic:73,500 [as of 2009]
Truck traffic:8% of total traffic
Deck condition:Very Good [8 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. ratingEvaluationDeckSuper.Sub.ADT
November 201488.9Not deficientVery GoodGoodGood73500
November 201288.9Not deficientGoodSatisfactorySatisfactory73500
February 201189.3Not deficientGoodSatisfactorySatisfactory70000
December 200888.1Not deficientFairSatisfactorySatisfactory71500
November 200685.9Structurally deficientPoorSatisfactorySatisfactory71500
December 200486.2Structurally deficientPoorGoodSatisfactory68500
November 200286.2Structurally deficientPoorGoodSatisfactory68500
January 200287.5Structurally deficientPoorGoodSatisfactory55000
November 200087.5Structurally deficientPoorGoodSatisfactory55000
July 199889.7Not deficientFairGoodSatisfactory55000
December 199689.7Not deficientFairGoodSatisfactory55000
November 199492.8Not deficientVery GoodVery GoodVery Good55000
December 199292.7Not deficientVery GoodVery GoodVery Good56000
October 199092.7Not deficientVery GoodVery GoodVery Good56000