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E FRANKLIN AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.74889, -119.80194
36°44'56" N, 119°48'07" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E FRANKLIN AVE over DRY CREEK CANAL
Structure number:42C0577
Location:WEST OF YOSEMITE AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:15.1 ft. [4.6 m]
Total length:32.2 ft. [9.8 m]
Roadway width between curbs:35.1 ft. [10.7 m]
Deck width edge-to-edge:46.9 ft. [14.3 m]
Skew angle:15°
Owner:City or Municipal Highway Agency [04]
Year built:1930
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:2
Main spans material:Concrete continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:325 [as of 2003]
Truck traffic:1% of total traffic
Deck condition:Fair [5 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Better than present minimum criteria [7]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:29.6 tons [26.9 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:73.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201573.7Not deficientFairSatisfactoryGood325
March 201373.7Not deficientFairSatisfactoryGood325
October 201173.7Not deficientFairSatisfactoryGood325
December 200973.7Not deficientFairSatisfactoryGood400
January 200873.9Not deficientFairSatisfactorySatisfactory400
November 200573.9Not deficientFairSatisfactorySatisfactory400
November 200373.9Not deficientFairSatisfactorySatisfactory400
November 200173.9Not deficientFairSatisfactorySatisfactory400
November 199971.9Structurally deficientPoorSatisfactorySatisfactory400
April 199774.9Not deficientGoodGoodGood400
February 199563.7Not deficientFairFairFair400
February 199058.3Not deficientFairFairFair400