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E. FOUNTAIN WAY over DRY CREEK CANAL

Map 

Coordinates:
+36.78139, -119.76333
36°46'53" N, 119°45'48" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E. FOUNTAIN WAY over DRY CREEK CANAL
Structure number:42C0536
Location:JUST E/O MILLBROOK AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:9.8 ft. [3.0 m]
Total length:22.0 ft. [6.7 m]
Roadway width between curbs:27.6 ft. [8.4 m]
Deck width edge-to-edge:40.0 ft. [12.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1965
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:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: December 2014 

Status:Open, no restriction [A]
Average daily traffic:1,840 [as of 2011]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:79.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201479.4Not deficient---1840
March 201387.0Not deficient---1840
December 201088.1Not deficient---1000
November 200688.1Not deficient---1000
December 200488.1Not deficient---1000
November 200288.1Not deficient---1000
December 200088.1Not deficient---1000
December 199988.1Not deficient---1000
October 199488.8Not deficient---1000
May 199288.8Not deficient---1000