ROBINSON AVENUE over STATE ROUTE 163
Map
Coordinates:
+32.74680, -117.1567432°44'48" N, 117°09'24" W
Facts
Source: National Bridge Inventory. Information not verified; use at your own risk.
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: | 13.1 ft. [4.0 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] |
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
Date | Condition | Deck | Superstructure | Substructure | ADT | Suff. Rating |
---|
January 2017 | Poor | Poor | Good | Good | 10900 | 53.5 |
March 2015 | Fair | Fair | Satisfactory | Good | 10900 | 71.6 |
March 2013 | Fair | Fair | Satisfactory | Good | 10900 | 71.6 |
April 2011 | Fair | Fair | Satisfactory | Good | 10900 | 71.6 |
April 2009 | Fair | Fair | Satisfactory | Good | 10900 | 71.6 |
June 2007 | Fair | Fair | Good | Good | 10900 | 71.6 |
July 2005 | Fair | Satisfactory | Good | Good | 10900 | 72.6 |
July 2003 | Fair | Satisfactory | Good | Good | 17740 | 71.7 |
September 2001 | Fair | Satisfactory | Good | Good | 17740 | 71.7 |
June 1999 | Fair | Fair | Good | Good | 17740 | 70.7 |
June 1997 | Fair | Fair | Good | Good | 17740 | 70.7 |
June 1995 | Good | Good | Good | Good | 17740 | 72.2 |
July 1991 | Good | Good | Good | Good | 17740 | 72.2 |