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SUNSET CLIFFS BLVD over SAN DIEGO RIVER

Map 

Coordinates:
+32.75778, -117.23417
32°45'28" N, 117°14'03" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:SUNSET CLIFFS BLVD over SAN DIEGO RIVER
Structure number:57C0287
Location:150FT N/O RTE 8
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:107.9 ft. [32.9 m]
Total length:1150.0 ft. [350.5 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.8 ft. [23.4 m]
Skew angle:38°
Owner:City or Municipal Highway Agency [04]
Year built:1951
Year reconstructed:1993
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:11
Main spans material:Steel continuous [4]
Main spans design:Stringer/Multi-beam or girder [02]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: March 2016 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:40,000 [as of 2004]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Satisfactory [6 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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 assessed or calculated scour condition. [5]
Operating rating:60.9 tons [55.4 metric tons]
Inventory rating:39.6 tons [36.0 metric tons]
Sufficiency rating:90.0

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
March 201690.0FairSatisfactoryGoodSatisfactory-40000
March 201490.0FairSatisfactoryGoodSatisfactory-40000
June 201190.0FairSatisfactoryGoodSatisfactory-40000
February 201090.0FairSatisfactoryGoodGood-40000
November 200790.0FairSatisfactoryGoodGood-40000
January 200790.0FairSatisfactoryGoodGood-40000
January 200684.7PoorSeriousGoodGoodSD40000
February 200484.7PoorSeriousGoodGoodSD40000
April 200284.7PoorSeriousGoodGoodSD40000
July 200190.0GoodGoodGoodGood-40000
April 200090.0GoodGoodGoodGood-40000
June 199890.0GoodGoodGoodGood-40000
January 199690.8GoodGoodGoodGood-40000
April 199586.8PoorPoorGoodGoodSD40000
December 199390.8GoodGoodGoodGood-40000
December 199174.1GoodGoodGoodGoodFO40000