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ROBINSON AVENUE over STATE ROUTE 163

Map 

Coordinates:
+32.74667, -117.15639
32°44'48" N, 117°09'23" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:ROBINSON AVENUE over STATE ROUTE 163
Structure number:57 0219
Location:11-SD-163-2.49-SD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Collector (Urban) [17]
Length of largest span:51.8 ft. [15.8 m]
Total length:184.1 ft. [56.1 m]
Roadway width between curbs:25.9 ft. [7.9 m]
Deck width edge-to-edge:36.4 ft. [11.1 m]
Vertical clearance below bridge:16.1 ft. [4.9 m]
Skew angle:16°
Owner:State Highway Agency [01]
Year built:1942
Historic significance:Bridge is eligible for the National Register of Historic Places [2]
Design load:MS 18 / HS 20 [5]
Number of main spans:4
Main spans material:Concrete continuous [2]
Main spans design:Tee beam [04]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Monolithic Concrete (concurrently placed with structural deck) [1]

Latest Available Inspection: January 2017 

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:10,900 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Poor [4 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:28.5 tons [25.9 metric tons]
Inventory rating:21.8 tons [19.8 metric tons]
Sufficiency rating:53.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,036,000

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
January 201753.5PoorPoorGoodGoodSD10900
March 201571.6FairFairSatisfactoryGoodFO10900
March 201371.6FairFairSatisfactoryGoodFO10900
April 201171.6FairFairSatisfactoryGoodFO10900
April 200971.6FairFairSatisfactoryGoodFO10900
June 200771.6FairFairGoodGoodFO10900
July 200572.6FairSatisfactoryGoodGoodFO10900
July 200371.7FairSatisfactoryGoodGoodFO17740
September 200171.7FairSatisfactoryGoodGoodFO17740
June 199970.7FairFairGoodGoodFO17740
June 199770.7FairFairGoodGoodFO17740
June 199572.2GoodGoodGoodGoodFO17740
July 199172.2GoodGoodGoodGoodFO17740