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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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201595.8Not deficientFairGoodGood1934
March 201395.8Not deficientFairGoodGood1934
October 201193.8Structurally deficientPoorGoodGood1934
November 200997.0Not deficientFairGoodGood500
January 200897.0Not deficientFairGoodSatisfactory500
November 200597.0Not deficientFairGoodSatisfactory500
December 200497.0Not deficientFairGoodSatisfactory500
November 200297.0Not deficientFairGoodSatisfactory500
December 200097.0Not deficientFairGoodSatisfactory500
November 199998.0Not deficientGoodGoodSatisfactory500
May 199498.0Not deficientVery GoodVery GoodGood500
February 199298.0Not deficientVery GoodVery GoodGood500