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S5-N163 CONNECTOR over SR 163

Map

Coordinates:
+32.72389, -117.15528
32°43'26" N, 117°09'19" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts

Name:S5-N163 CONNECTOR over SR 163
Structure number:57 0394F
Location:11-SD-005-R16.05-SD
Purpose:Carries highway overpass over highway
Route classification:Principal Arterial - Interstate (Urban) [11]
Length of largest span:89.9 ft. [27.4 m]
Total length:346.1 ft. [105.5 m]
Roadway width between curbs:27.9 ft. [8.5 m]
Deck width edge-to-edge:34.1 ft. [10.4 m]
Vertical clearance above deck:16.4 ft. [5.0 m]
Vertical clearance below bridge:15.7 ft. [4.8 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1962
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:5
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: November 2015

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:10,200 [as of 2010]
Truck traffic:2% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Very Good [8 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:85.9 tons [78.1 metric tons]
Inventory rating:51.7 tons [47.0 metric tons]
Sufficiency rating:73.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,836,000

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
November 201573.7GoodVery GoodGoodVery GoodFO10200
November 201373.7GoodGoodGoodGoodFO10200
December 200973.7FairGoodSatisfactoryGoodFO10200
February 200870.6PoorPoorSatisfactoryGoodSD10200
March 200670.6PoorPoorSatisfactoryGoodSD10200
October 200370.6PoorPoorGoodGoodSD10200
October 200170.6PoorPoorGoodGoodSD10200
November 199973.7GoodGoodGoodGoodFO10200
May 199873.7GoodGoodGoodGoodFO10200
September 199380.0GoodGoodVery GoodVery GoodFO10200
November 199180.0GoodGoodVery GoodVery GoodFO10200