ROBINSON AVENUE over STATE ROUTE 163

Map

Coordinates:
+32.74680, -117.15674
32°44'48" N, 117°09'24" W

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]`

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

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