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 2016 

Good/Fair/Poor Condition:Poor
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:Poor [4 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Sufficiency rating:61.3
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$7,319,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
September 201661.3PoorGoodPoorGoodSD8300
September 201489.0FairGoodSatisfactoryVery GoodFO8300
October 201288.0FairFairSatisfactoryGoodFO8300
March 201288.0FairFairSatisfactoryGoodFO8300
February 201087.9FairFairSatisfactoryGoodFO9000
November 200788.9FairSatisfactorySatisfactoryGoodFO9000
November 200588.9FairSatisfactorySatisfactoryGoodFO9000
December 200288.9FairSatisfactorySatisfactoryGoodFO9000
December 200085.9FairSatisfactorySatisfactoryGoodFO9000
March 199885.9FairSatisfactorySatisfactoryGoodFO9000
February 199685.7GoodGoodGoodGoodFO9000
December 199385.7GoodGoodGoodGoodFO9000
December 199185.7GoodGoodGoodGoodFO9000