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STOCKTON BLVD over MORRISON CREEK

Map

Coordinates:
+38.50766, -121.43443
38°30'28" N, 121°26'04" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:STOCKTON BLVD over MORRISON CREEK
Structure number:24C0097
Location:0.1 MI N 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:55.1 ft. [16.8 m]
Roadway width between curbs:64.0 ft. [19.5 m]
Deck width edge-to-edge:76.1 ft. [23.2 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:3
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:25,228 [as of 2010]
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:Better than present minimum criteria [7]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:77.1

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
April 2016GoodGoodGoodGood2522877.1
June 2014GoodGoodGoodGood3060076.5
April 2012FairSatisfactoryGoodGood3060076.5
November 2010FairSatisfactoryGoodGood3060076.5
June 2008FairSatisfactoryGoodGood3060076.5
April 2006FairSatisfactoryGoodGood3060077.6
May 2004FairSatisfactoryGoodGood1630079.3
April 2002FairFairSatisfactoryGood1630078.3
May 1999FairSatisfactorySatisfactorySatisfactory1630079.3
September 1994FairGoodSatisfactorySatisfactory1630079.4
August 1992FairGoodSatisfactorySatisfactory1630079.4
March 1990FairGoodSatisfactorySatisfactory1630079.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Substructure
Reinforced Concrete Columneach2218040
Reinforced Concrete Abutmentlinear ft.4645100
Reinforced Concrete Pile Cap/Footinglinear ft.3939000
Reinforced Concrete Pier Caplinear ft.2020000
Joints
Open Jointlinear ft.2000200
Bearings
Enclosed/Concealed Bearingeach22000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.3434000
Deck
Reinforced Concrete Slabsq. ft.3903721710
Wearing Surfacessq. ft.328328000