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FRIARS RD over ESCALA APARTMENT VILLAGE

Map 

Coordinates:
+32.78222, -117.13000
32°46'56" N, 117°07'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:FRIARS RD over ESCALA APARTMENT VILLAGE
Structure number:57C0294
Location:0.2 MI E OF FENTON PKWY
Purpose:Carries highway over relief for waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:15.1 ft. [4.6 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:82.0 ft. [25.0 m]
Deck width edge-to-edge:118.1 ft. [36.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1968
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: September 2014 

Status:Open, no restriction [A]
Average daily traffic:27,200 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:There are no noticeable or noteworthy deficiencies which affect the condition of the channel. [9]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:81.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
September 201481.4Not deficient---27200
October 201265.9Not deficient---38300
March 201265.9Not deficient---38300
March 201067.0Not deficient---34500
October 200775.6Not deficient---34500
November 200575.6Not deficient---34500
February 200371.0Functionally obsolete---34500
January 200170.5Functionally obsolete---36300
April 199970.5Functionally obsolete---36300
March 199683.3Functionally obsoleteVery GoodVery GoodVery Good36300
March 199483.3Functionally obsoleteVery GoodVery GoodVery Good36300
January 199283.3Functionally obsoleteVery GoodVery GoodVery Good36300