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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

Good/Fair/Poor Condition:Good
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. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201686.7GoodVery GoodVery GoodVery Good-118000
January 201485.5FairFairVery GoodGood-118000
February 201285.5FairFairVery GoodGood-118000
February 201087.6FairFairVery GoodGood-96500
April 200887.6FairFairVery GoodGood-96500
April 200689.9FairFairVery GoodGood-96500
February 200489.9FairFairVery GoodGood-96500
February 200287.6FairFairVery GoodGood-98800
July 200082.0FairSatisfactoryVery GoodGoodFO98800
April 199882.0FairSatisfactoryVery GoodGoodFO98800
January 199690.6GoodVery GoodVery GoodVery Good-98450
March 199490.6GoodVery GoodVery GoodVery Good-98450
February 199290.9GoodVery GoodVery GoodVery Good-94050