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INTERSTATE 15 SB over LOS PENASQUITOS CREEK

Map 

Coordinates:
+32.94417, -117.10861
32°56'39" N, 117°06'31" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:INTERSTATE 15 SB over LOS PENASQUITOS CREEK
Structure number:57 0106L
Location:11-SD-015-M17.82-SD
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:109.9 ft. [33.5 m]
Total length:546.0 ft. [166.4 m]
Roadway width between curbs:165.7 ft. [50.5 m]
Deck width edge-to-edge:170.6 ft. [52.0 m]
Owner:State Highway Agency [01]
Year built:1964
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:5
Main spans material:Prestressed concrete [5]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [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:68.1 tons [61.9 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 201486.7FairSatisfactoryVery GoodGood-118000
February 201288.9FairSatisfactoryVery GoodGood-118000
February 201091.0FairSatisfactoryVery GoodGood-96500
April 200885.4FairSatisfactoryVery GoodGood-96500
April 200685.4FairSatisfactoryVery GoodGood-96500
February 200485.4FairSatisfactoryVery GoodGood-96500
February 200282.0FairFairVery GoodGood-98800
July 200082.0FairFairVery GoodGood-98800
March 199882.0FairFairVery GoodGood-98800
January 199685.2GoodVery GoodVery GoodVery Good-98450
March 199485.2GoodVery GoodVery GoodVery Good-98450
February 199285.5GoodVery GoodVery GoodVery Good-94050