Share:

SORRENTO VLY RD over LOS PENASQUITOS CREEK

Map

Coordinates:
+32.90567, -117.22721
32°54'20" N, 117°13'38" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SORRENTO VLY RD over LOS PENASQUITOS CREEK
Structure number:57C0428
Location:2.1 MI S CARMEL VALLEY RD
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:55.1 ft. [16.8 m]
Total length:210.0 ft. [64.0 m]
Roadway width between curbs:69.9 ft. [21.3 m]
Deck width edge-to-edge:84.0 ft. [25.6 m]
Skew angle:99°
Owner:City or Municipal Highway Agency [04]
Year built:1990
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:4
Main spans material:Prestressed concrete continuous [6]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2017

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:12,100 [as of 2005]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Fair [5 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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]
Sufficiency rating:79.6

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
September 2017FairFairFairGood1210079.6
September 2015FairSatisfactorySatisfactoryGood1210091.8
June 2013FairFairGoodGood1210090.8
May 2011FairFairGoodGood1210090.8
August 2008FairFairGoodGood1500090.5
October 2006FairFairGoodGood1500090.5
December 2003GoodGoodGoodGood1500093.5
August 2001GoodGoodGoodGood1500093.5
May 1999GoodGoodGoodGood1500093.5
April 1997GoodGoodGoodGood1500093.5
January 1995GoodVery GoodVery GoodVery Good1500093.8
December 1992GoodVery GoodVery GoodVery Good1500093.8
March 1991GoodVery GoodVery GoodVery Good1500093.8