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SBND INTERSTATE 5 over LOS PENASQUITOS CREEK

Map 

Coordinates:
+32.90417, -117.22472
32°54'15" N, 117°13'29" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SBND INTERSTATE 5 over LOS PENASQUITOS CREEK
Structure number:57 0511L
Location:11-SD-005-R30.65L-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:96.1 ft. [29.3 m]
Total length:242.1 ft. [73.8 m]
Roadway width between curbs:91.9 ft. [28.0 m]
Deck width edge-to-edge:97.1 ft. [29.6 m]
Skew angle:21°
Owner:State Highway Agency [01]
Year built:1966
Year reconstructed:2007
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:3
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: September 2015 

Status:Open, no restriction [A]
Average daily traffic:74,000 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present desirable criteria [8]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:75.2 tons [68.4 metric tons]
Inventory rating:45.2 tons [41.1 metric tons]
Sufficiency rating:85.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201585.0Not deficientVery GoodVery GoodVery Good74000
September 201385.0Not deficientGoodGoodGood74000
October 201185.0Not deficientGoodGoodGood74000
October 200984.0Not deficientFairGoodGood84500
December 200784.0Not deficientFairGoodGood84500
January 200668.0Not deficientSatisfactoryGoodGood84500
October 200368.0Not deficientSatisfactoryGoodGood84500
January 200268.0Not deficientSatisfactoryGoodGood106950
March 200068.0Not deficientGoodGoodGood106950
October 199568.0Not deficientGoodGoodGood106950
October 199368.0Not deficientGoodVery GoodVery Good61600
November 199168.0Not deficientGoodVery GoodVery Good60150