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N ECHO AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.74778, -119.80389
36°44'52" N, 119°48'14" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N ECHO AVE over DRY CREEK CANAL
Structure number:42C0578
Location:SOUTH OF FRANKLIN AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:19.0 ft. [5.8 m]
Total length:40.0 ft. [12.2 m]
Roadway width between curbs:40.0 ft. [12.2 m]
Deck width edge-to-edge:56.1 ft. [17.1 m]
Skew angle:40°
Owner:City or Municipal Highway Agency [04]
Year built:1928
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:469 [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:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
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 assessed or calculated scour condition. [5]
Operating rating:54.6 tons [49.6 metric tons]
Inventory rating:32.8 tons [29.8 metric tons]
Sufficiency rating:89.6

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201589.6Not deficientFairGoodGood469
March 201389.6Not deficientFairGoodGood469
October 201190.5Not deficientFairGoodGood469
December 200990.4Not deficientFairGoodGood1000
January 200888.9Not deficientFairGoodSatisfactory1000
November 200588.9Not deficientFairGoodSatisfactory1000
January 200489.9Not deficientGoodGoodSatisfactory1000
November 200189.9Not deficientGoodGoodSatisfactory1000
November 199989.9Not deficientGoodGoodGood1000
December 199689.9Not deficientGoodGoodGood1000
October 199477.7Not deficientFairFairFair1000
May 199277.7Not deficientFairFairFair1000