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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 

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. ratingEvaluationDeckSuper.Sub.ADT
September 201591.8Not deficientSatisfactorySatisfactoryGood12100
June 201390.8Not deficientFairGoodGood12100
May 201190.8Not deficientFairGoodGood12100
August 200890.5Not deficientFairGoodGood15000
October 200690.5Not deficientFairGoodGood15000
December 200393.5Not deficientGoodGoodGood15000
August 200193.5Not deficientGoodGoodGood15000
May 199993.5Not deficientGoodGoodGood15000
April 199793.5Not deficientGoodGoodGood15000
January 199593.8Not deficientVery GoodVery GoodVery Good15000
December 199293.8Not deficientVery GoodVery GoodVery Good15000
March 199193.8Not deficientVery GoodVery GoodVery Good15000