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E. DAKOTA AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.78694, -119.75306
36°47'13" N, 119°45'11" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E. DAKOTA AVE over DRY CREEK CANAL
Structure number:42C0537
Location:EAST OF CEDAR AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Minor Arterial (Urban) [16]
Length of largest span:13.1 ft. [4.0 m]
Total length:27.9 ft. [8.5 m]
Roadway width between curbs:65.0 ft. [19.8 m]
Deck width edge-to-edge:81.0 ft. [24.7 m]
Skew angle:20°
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:3
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:9,809 [as of 2010]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
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:Countermeasures have been installed to mitigate an existing problem with scour. [7]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Sufficiency rating:88.0

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201488.0Not deficient---9809
March 201395.6Not deficient---9809
December 201093.9Not deficient---22000
December 200893.9Not deficient---22000
November 200693.9Not deficient---22000
December 200493.9Not deficient---22000
February 200393.9Not deficient---22000
April 200130.9Structurally deficient---22000
December 200093.9Not deficient---22000
December 199993.9Not deficient---22000
October 199493.7Not deficient---22000
May 199289.5Functionally obsolete---22000