Share:

PACIFIC HWY over SAN DIEGO RIV, FRIARS RD

Map 

Coordinates:
+32.76222, -117.20333
32°45'44" N, 117°12'12" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:PACIFIC HWY over SAN DIEGO RIV, FRIARS RD
Structure number:57C0239
Location:250' E/O ROUTE 5
Purpose:Carries highway over highway and waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:80.1 ft. [24.4 m]
Total length:938.0 ft. [285.9 m]
Roadway width between curbs:45.9 ft. [14.0 m]
Deck width edge-to-edge:49.9 ft. [15.2 m]
Vertical clearance below bridge:15.1 ft. [4.6 m]
Skew angle:10°
Owner:City or Municipal Highway Agency [04]
Year built:1933
Year reconstructed:1952
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:12
Main spans material:Steel [3]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:8,300 [as of 2009]
Truck traffic:1% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. [7]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:33.9 tons [30.8 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:89.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201489.0Functionally obsoleteGoodSatisfactoryVery Good8300
October 201288.0Functionally obsoleteFairSatisfactoryGood8300
March 201288.0Functionally obsoleteFairSatisfactoryGood8300
February 201087.9Functionally obsoleteFairSatisfactoryGood9000
November 200788.9Functionally obsoleteSatisfactorySatisfactoryGood9000
November 200588.9Functionally obsoleteSatisfactorySatisfactoryGood9000
December 200288.9Functionally obsoleteSatisfactorySatisfactoryGood9000
December 200085.9Functionally obsoleteSatisfactorySatisfactoryGood9000
March 199885.9Functionally obsoleteSatisfactorySatisfactoryGood9000
February 199685.7Functionally obsoleteGoodGoodGood9000
December 199385.7Functionally obsoleteGoodGoodGood9000
December 199185.7Functionally obsoleteGoodGoodGood9000