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E SHIELDS AVE over DRY CREEK CANAL

Map

Coordinates:
+36.77947, -119.76623
36°46'46" N, 119°45'58" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
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: February 2018

Good/Fair/Poor Condition:Poor
Status:Open, no restriction [A]
Average daily traffic:27,039 [as of 2004]
Truck traffic:2% of total traffic
Structural appraisal:Basically intolerable requiring high priority of corrrective action [3]
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:Any condition described in Code 4 but which is excessive in scope. Severe movement or differential setlement of the segments or loss of fill. Holes may exist in walls or slabs. Integral wingwalls nearly severed from culvert. Severe scour or erosion at curtain walls, wingwalls or pipes. Metal culverts have extreme distortion and delection in one section, extensive corrosion, or deep pitting with scattered perforations. [3]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:40.9
Recommended work:Replacement of bridge or other structure because of substandard load carrying capacity or substantial bridge roadway geometry. [31]
Estimated cost of work:$1,020,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Poor3 out of 102703940.9
December 2016Fair6 out of 102703986.7
December 2014Fair6 out of 102703986.7
March 2013Poor4 out of 102703966.2
December 2010Poor4 out of 101750067.6
December 2008Poor4 out of 101750067.6
November 2006Fair5 out of 101750084.1
December 2004Fair5 out of 101750084.1
November 2002Poor4 out of 101750067.6
December 2000Poor4 out of 101750067.6
December 1999Poor4 out of 101750067.6
October 1994Good7 out of 101750094.7
May 1992Good7 out of 101750094.7

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.70036034
Wearing Surfacessq. ft.76661000
Bridge Rail
Other Material Bridge Raillinear ft.2020000