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E SHIELDS AVE over DRY CREEK CANAL

Map 

Coordinates:
+36.77972, -119.76611
36°46'47" N, 119°45'58" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:E SHIELDS AVE over DRY CREEK CANAL
Structure number:42C0122
Location:0.1 MI WEST OF MILLBROOK
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:16.1 ft. [4.9 m]
Total length:33.1 ft. [10.1 m]
Roadway width between curbs:58.1 ft. [17.7 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Skew angle:41°
Owner:City or Municipal Highway Agency [04]
Year built:1962
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:27,039 [as of 2004]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
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:86.7

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
December 201486.7Not deficient---27039
March 201366.2Structurally deficient---27039
December 201067.6Structurally deficient---17500
December 200867.6Structurally deficient---17500
November 200684.1Not deficient---17500
December 200484.1Not deficient---17500
November 200267.6Structurally deficient---17500
December 200067.6Structurally deficient---17500
December 199967.6Structurally deficient---17500
October 199494.7Not deficient---17500
May 199294.7Not deficient---17500