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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 

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]
Evaluation:Functionally obsolete [2]
Sufficiency rating:73.7
Recommended work:Other structural work, including hydraulic replacements. [38]
Estimated cost of work:$1,836,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
November 201573.7Functionally obsoleteVery GoodGoodVery Good10200
November 201373.7Functionally obsoleteGoodGoodGood10200
December 200973.7Functionally obsoleteGoodSatisfactoryGood10200
February 200870.6Structurally deficientPoorSatisfactoryGood10200
March 200670.6Structurally deficientPoorSatisfactoryGood10200
October 200370.6Structurally deficientPoorGoodGood10200
October 200170.6Structurally deficientPoorGoodGood10200
November 199973.7Functionally obsoleteGoodGoodGood10200
May 199873.7Functionally obsoleteGoodGoodGood10200
September 199380.0Functionally obsoleteGoodVery GoodVery Good10200
November 199180.0Functionally obsoleteGoodVery GoodVery Good10200