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INTERSTATE 15 NB over LOS PENASQUITOS CREEK

Map 

Coordinates:
+32.94417, -117.10833
32°56'39" N, 117°06'30" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 15 NB over LOS PENASQUITOS CREEK
Structure number:57 0106R
Location:11-SD-015-M17.82-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:108.9 ft. [33.2 m]
Total length:651.3 ft. [198.5 m]
Roadway width between curbs:88.6 ft. [27.0 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Owner:State Highway Agency [01]
Year built:1977
Year reconstructed:2006
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:6
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2016 

Status:Open, no restriction [A]
Average daily traffic:118,000 [as of 2010]
Truck traffic:6% 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: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 the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:86.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201686.7Not deficientVery GoodVery GoodVery Good118000
January 201485.5Not deficientFairVery GoodGood118000
February 201285.5Not deficientFairVery GoodGood118000
February 201087.6Not deficientFairVery GoodGood96500
April 200887.6Not deficientFairVery GoodGood96500
April 200689.9Not deficientFairVery GoodGood96500
February 200489.9Not deficientFairVery GoodGood96500
February 200287.6Not deficientFairVery GoodGood98800
July 200082.0Functionally obsoleteSatisfactoryVery GoodGood98800
April 199882.0Functionally obsoleteSatisfactoryVery GoodGood98800
January 199690.6Not deficientVery GoodVery GoodVery Good98450
March 199490.6Not deficientVery GoodVery GoodVery Good98450
February 199290.9Not deficientVery GoodVery GoodVery Good94050