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S5-KETTNER OFFRAMP over HANCOCK ST-S5 ON-RAMP

Map 

Coordinates:
+32.74139, -117.18139
32°44'29" N, 117°10'53" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:S5-KETTNER OFFRAMP over HANCOCK ST-S5 ON-RAMP
Structure number:57 0545K
Location:11-SD-005-R18.20-SD
Purpose:Carries highway over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:90.9 ft. [27.7 m]
Total length:270.0 ft. [82.3 m]
Roadway width between curbs:22.0 ft. [6.7 m]
Deck width edge-to-edge:25.9 ft. [7.9 m]
Vertical clearance below bridge:14.1 ft. [4.3 m]
Owner:State Highway Agency [01]
Year built:1967
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:3
Main spans material:Concrete continuous [2]
Main spans design:Box beam or girders - Multiple [05]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:18,800 [as of 2008]
Truck traffic:1% of total traffic
Deck condition:Poor [4 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:Basically intolerable requiring high priority of replacement [2]
Underclearances appraisal:Basically intolerable requiring high priority of corrrective action [3]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Scour condition:Bridge not over waterway. [N]
Operating rating:87.7 tons [79.7 metric tons]
Inventory rating:52.8 tons [48.0 metric tons]
Sufficiency rating:68.5
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,100,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
October 201568.5PoorPoorVery GoodVery GoodSD18800
October 201370.5FairFairGoodGoodFO18800
December 201171.6FairSatisfactoryGoodGoodFO18800
November 200973.6FairGoodSatisfactoryGoodFO3400
January 200873.6FairGoodSatisfactoryGoodFO3400
January 200674.6GoodGoodGoodGoodFO3400
October 200374.6GoodGoodGoodGoodFO3400
November 200174.6GoodGoodGoodGoodFO3400
November 199974.6GoodGoodGoodGoodFO3400
December 199774.6GoodGoodGoodGoodFO3400
September 199576.7GoodGoodVery GoodVery GoodFO3400
December 199176.7GoodGoodVery GoodVery GoodFO3400