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JIMMY DURANTE BLVD over SAN DIEGUITO RIVER

Map 

Coordinates:
+32.97083, -117.26250
32°58'15" N, 117°15'45" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:JIMMY DURANTE BLVD over SAN DIEGUITO RIVER
Structure number:57C0043
Location:0.7 MI S VIA DE LA VALLE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:43.0 ft. [13.1 m]
Total length:263.1 ft. [80.2 m]
Roadway width between curbs:44.6 ft. [13.6 m]
Deck width edge-to-edge:56.8 ft. [17.3 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1982
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:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: August 2014 

Status:Open, no restriction [A]
Average daily traffic:10,844 [as of 2010]
Truck traffic:1% 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:Superior to present desirable criteria [9]
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 assessed or calculated scour condition. [5]
Operating rating:55.6 tons [50.5 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:91.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
August 201491.4Not deficientVery GoodVery GoodVery Good10844
July 201291.4Not deficientGoodGoodGood10844
July 201191.4Not deficientGoodGoodGood10844
July 200890.8Not deficientGoodGoodGood15000
October 200690.8Not deficientGoodGoodGood15000
August 200390.8Not deficientGoodGoodGood15000
February 200190.8Not deficientGoodGoodGood15000
March 200190.8Not deficientGoodGoodGood15000
April 199792.8Not deficientGoodGoodGood15000
December 199492.6Not deficientVery GoodVery GoodVery Good15000
January 199392.6Not deficientVery GoodVery GoodVery Good15000
January 199192.6Not deficientVery GoodVery GoodVery Good15000