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EDMONTON DR over HIGHLINE CANAL

Map 

Coordinates:
+38.62444, -121.48389
38°37'28" N, 121°29'02" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:EDMONTON DR over HIGHLINE CANAL
Structure number:24C0288
Location:.05 mi e/o Montview Way
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Local (Urban) [19]
Length of largest span:8.9 ft. [2.7 m]
Total length:26.9 ft. [8.2 m]
Roadway width between curbs:46.9 ft. [14.3 m]
Deck width edge-to-edge:58.1 ft. [17.7 m]
Owner:City or Municipal Highway Agency [04]
Year built:1970
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:Not applicable [N]
Wearing surface:Bituminous [6]

Latest Available Inspection: October 2015 

Status:Open, no restriction [A]
Average daily traffic:2,660 [as of 2005]
Truck traffic:10% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
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:89.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
October 201589.2Not deficient---2660
November 201389.2Not deficient---2660
March 201189.2Not deficient---2660
December 200596.9Not deficient---829
November 200796.9Not deficient---829
November 200396.9Not deficient---829
April 200296.9Not deficient---829
April 199997.0Not deficient---300
September 199497.0Not deficient---300
December 199297.0Not deficient---300
May 199097.0Not deficient---300