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N THESTA AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.76139, -119.78361
36°45'41" N, 119°47'01" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N THESTA AVE over DRY CREEK CANAL
Structure number:42C0585
Location:NORTH OF FLORADORA AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:29.9 ft. [9.1 m]
Total length:29.9 ft. [9.1 m]
Roadway width between curbs:32.2 ft. [9.8 m]
Deck width edge-to-edge:42.0 ft. [12.8 m]
Skew angle:25°
Owner:City or Municipal Highway Agency [04]
Year built:1991
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:1,934 [as of 2003]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Good [7 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]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present minimum criteria [6]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:95.8

Previous Inspections 

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201595.8FairFairGoodGood-1934
March 201395.8FairFairGoodGood-1934
October 201193.8PoorPoorGoodGoodSD1934
November 200997.0FairFairGoodGood-500
January 200897.0FairFairGoodSatisfactory-500
November 200597.0FairFairGoodSatisfactory-500
December 200497.0FairFairGoodSatisfactory-500
November 200297.0FairFairGoodSatisfactory-500
December 200097.0FairFairGoodSatisfactory-500
November 199998.0FairGoodGoodSatisfactory-500
May 199498.0GoodVery GoodVery GoodGood-500
February 199298.0GoodVery GoodVery GoodGood-500