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FRIARS ROAD over RTE 163 & RAMPS

Map 

Coordinates:
+32.77139, -117.16111
32°46'17" N, 117°09'40" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FRIARS ROAD over RTE 163 & RAMPS
Structure number:57 0595
Location:11-SD-163-4.37-SD
Purpose:Carries highway and pedestrian walkway over highway
Route classification:Principal Arterial - Other Freeways or Expressways (Urban) [12]
Length of largest span:200.1 ft. [61.0 m]
Total length:390.1 ft. [118.9 m]
Roadway width between curbs:87.9 ft. [26.8 m]
Deck width edge-to-edge:113.9 ft. [34.7 m]
Vertical clearance below bridge:17.7 ft. [5.4 m]
Skew angle:99°
Owner:State Highway Agency [01]
Year built:1970
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:2
Main spans material:Prestressed concrete continuous [6]
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: March 2015 

Status:Open, no restriction [A]
Average daily traffic:42,109 [as of 2010]
Truck traffic:8% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Underclearances appraisal:Equal to present minimum criteria [6]
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]
Sufficiency rating:89.8

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201589.8Not deficientSatisfactoryVery GoodGood42109
March 201389.8Not deficientSatisfactoryVery GoodGood42109
April 201189.8Not deficientSatisfactoryGoodGood42109
April 200989.8Not deficientSatisfactoryVery GoodGood42109
June 200789.8Not deficientSatisfactoryVery GoodGood42109
July 200589.8Not deficientGoodVery GoodGood42109
August 200389.1Not deficientGoodVery GoodGood59440
September 200189.1Not deficientGoodVery GoodGood59440
July 199989.1Not deficientGoodVery GoodGood59440
20000.0Not applicable---162300
June 199789.1Not deficientGoodVery GoodGood59440
June 199590.3Not deficientGoodVery GoodVery Good59440
August 199190.3Not deficientGoodVery GoodVery Good59440