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I 5 SB over SAN DIEGO RIV, FRIARS RD

Map 

Coordinates:
+32.76167, -117.20444
32°45'42" N, 117°12'16" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:I 5 SB over SAN DIEGO RIV, FRIARS RD
Structure number:57 0566L
Location:11-SD-005-R20.12-SD
Purpose:Carries highway over highway and waterway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:95.1 ft. [29.0 m]
Total length:926.9 ft. [282.5 m]
Roadway width between curbs:73.2 ft. [22.3 m]
Deck width edge-to-edge:75.1 ft. [22.9 m]
Vertical clearance below bridge:14.8 ft. [4.5 m]
Skew angle:
Owner:State Highway Agency [01]
Year built:1969
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:10
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:99,500 [as of 2010]
Truck traffic:5% 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]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:73.8 tons [67.1 metric tons]
Inventory rating:44.6 tons [40.5 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:81.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201581.0Functionally obsoleteVery GoodVery GoodVery Good99500
October 201381.0Functionally obsoleteGoodGoodGood99500
November 201181.0Functionally obsoleteGoodGoodGood99500
November 200980.0Functionally obsoleteFairSatisfactoryGood97000
January 200880.0Functionally obsoleteFairSatisfactoryGood97000
January 200680.0Functionally obsoleteFairSatisfactoryGood97000
October 200384.0Not deficientFairGoodGood97000
January 200285.0Not deficientGoodGoodGood98600
November 199985.0Not deficientGoodGoodGood98600
December 199766.0Functionally obsoleteGoodGoodGood98600
August 199566.0Functionally obsoleteVery GoodVery GoodVery Good93000
October 199166.0Functionally obsoleteVery GoodVery GoodVery Good95000