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N COLLEGE AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.75500, -119.79778
36°45'18" N, 119°47'52" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:N COLLEGE AVE over DRY CREEK CANAL
Structure number:42C0575
Location:SOUTH OF ELIZABETH ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:14.1 ft. [4.3 m]
Total length:28.9 ft. [8.8 m]
Roadway width between curbs:36.1 ft. [11.0 m]
Deck width edge-to-edge:51.8 ft. [15.8 m]
Owner:City or Municipal Highway Agency [04]
Year built:1935
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:662 [as of 2003]
Truck traffic:1% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Satisfactory [6 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
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 deficientSatisfactorySatisfactoryGood662
March 201373.7Not deficientSatisfactorySatisfactoryGood662
October 201173.7Not deficientSatisfactorySatisfactoryGood662
December 200973.7Not deficientSatisfactorySatisfactoryGood800
January 200873.9Not deficientSatisfactorySatisfactorySatisfactory800
November 200573.9Not deficientSatisfactorySatisfactorySatisfactory800
November 200373.9Not deficientSatisfactoryGoodSatisfactory800
November 200173.9Not deficientSatisfactoryGoodSatisfactory800
November 199973.9Not deficientSatisfactoryGoodSatisfactory800
December 199673.9Not deficientGoodGoodGood800
September 199462.7Not deficientFairFairFair800
April 199256.3Functionally obsoleteFairFairFair800