Share:

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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:10,900 [as of 2010]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Equal to present minimum criteria [6]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Evaluation:Functionally obsolete [2]
Sufficiency rating:71.6
Recommended work:Bridge deck rehabilitation with only incidental widening. [36]
Estimated cost of work:$1,036,000

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201571.6Functionally obsoleteFairSatisfactoryGood10900
March 201371.6Functionally obsoleteFairSatisfactoryGood10900
April 201171.6Functionally obsoleteFairSatisfactoryGood10900
April 200971.6Functionally obsoleteFairSatisfactoryGood10900
June 200771.6Functionally obsoleteFairGoodGood10900
July 200572.6Functionally obsoleteSatisfactoryGoodGood10900
July 200371.7Functionally obsoleteSatisfactoryGoodGood17740
September 200171.7Functionally obsoleteSatisfactoryGoodGood17740
June 199970.7Functionally obsoleteFairGoodGood17740
June 199770.7Functionally obsoleteFairGoodGood17740
June 199572.2Functionally obsoleteGoodGoodGood17740
July 199172.2Functionally obsoleteGoodGoodGood17740