Share:

SORRENTO VLY RD over LOS PENASQUITOS CREEK

Map 

Coordinates:
+32.90583, -117.22722
32°54'21" N, 117°13'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2015 

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:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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]
Operating rating:58.9 tons [53.5 metric tons]
Inventory rating:35.9 tons [32.6 metric tons]
Sufficiency rating:91.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201591.8FairSatisfactorySatisfactoryGood-12100
June 201390.8FairFairGoodGood-12100
May 201190.8FairFairGoodGood-12100
August 200890.5FairFairGoodGood-15000
October 200690.5FairFairGoodGood-15000
December 200393.5GoodGoodGoodGood-15000
August 200193.5GoodGoodGoodGood-15000
May 199993.5GoodGoodGoodGood-15000
April 199793.5GoodGoodGoodGood-15000
January 199593.8GoodVery GoodVery GoodVery Good-15000
December 199293.8GoodVery GoodVery GoodVery Good-15000
March 199193.8GoodVery GoodVery GoodVery Good-15000