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STOCKTON BLVD over MORRISON CREEK TRIBUTARY

Map

Coordinates:
+38.50479, -121.43309
38°30'17" N, 121°25'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STOCKTON BLVD over MORRISON CREEK TRIBUTARY
Structure number:24C0096
Location:0.1 MI S OF FOWLER AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:18.7 ft. [5.7 m]
Total length:37.1 ft. [11.3 m]
Roadway width between curbs:74.5 ft. [22.7 m]
Deck width edge-to-edge:119.1 ft. [36.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1924
Year reconstructed:1955
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 18 / H 20 [4]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:26,332 [as of 2011]
Truck traffic:10% of total traffic
Deck condition:Good [7 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
Deck geometry appraisal:Meets minimum tolerable limits to be left in place as is [4]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. [6]
Scour condition:Bridge foundations determined to be stable for assessed or calculated scour condition. [5]
Sufficiency rating:78.7

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodGoodGood2633278.7
June 2014GoodVery GoodVery GoodVery Good3104477.9
April 2012GoodGoodGoodGood3104474.6
June 2008GoodGoodGoodGood3104474.6
April 2006GoodGoodGoodGood1630078.4
May 2004GoodGoodGoodGood1630078.4
April 2002GoodGoodGoodGood1630078.4
May 1999GoodGoodGoodVery Good1630078.4
August 1995GoodGoodGoodGood1630078.4
August 1992FairGoodSatisfactoryFair1630067.3
March 1990FairGoodSatisfactoryFair1630067.3

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach1110010
Reinforced Concrete Abutmentlinear ft.4645010
Reinforced Concrete Pier Caplinear ft.109100
Culvert
Reinforced Concrete Culvertlinear ft.2121000
Wearing Surfacessq. ft.2525000
Joints
Open Jointlinear ft.1001000
Bearings
Enclosed/Concealed Bearingeach11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.115060
Deck
Reinforced Concrete Slabsq. ft.2602441510
Wearing Surfacessq. ft.2311735800