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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 continuous [2]
Main spans design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: April 2018

Good/Fair/Poor Condition:Fair
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:Fair [5 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:67.9

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2018FairGoodGoodFair2633267.9
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, 2019 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach1110010
Reinforced Concrete Abutmentlinear ft.4644020
Reinforced Concrete Pier Caplinear ft.108110
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.2602421440
Wearing Surfacessq. ft.2311735800