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E MCKINLEY AVE over HERNDON CANAL

Map 

Coordinates:
+36.76500, -119.76361
36°45'54" N, 119°45'49" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E MCKINLEY AVE over HERNDON CANAL
Structure number:42C0188
Location:AT MILLBROOK AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:11.2 ft. [3.4 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:91.9 ft. [28.0 m]
Owner:City or Municipal Highway Agency [04]
Year built:1964
Year reconstructed:1984
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]

Latest Available Inspection: February 2015 

Status:Open, no restriction [A]
Average daily traffic:20,398 [as of 2007]
Truck traffic:4% 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:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
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:86.4

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201586.4Not deficient---20398
March 201386.4Not deficient---20398
November 200993.7Not deficient---23600
January 200882.4Not deficient---23600
November 200584.5Not deficient---23600
December 200495.8Not deficient---23600
November 200295.8Not deficient---23600
December 200095.8Not deficient---23600
December 199894.8Not deficient---23600
September 199492.1Functionally obsolete---23600
April 199292.1Functionally obsolete---23600