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SHERMAN WAY over BULL CREEK

Map

Coordinates:
+34.20102, -118.49656
34°12'04" N, 118°29'48" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHERMAN WAY over BULL CREEK
Structure number:53C0476
Location:1.3 MI WEST OF I-405
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:29.9 ft. [9.1 m]
Total length:61.0 ft. [18.6 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:112.5 ft. [34.3 m]
Skew angle:14°
Owner:City or Municipal Highway Agency [04]
Year built:1954
Year reconstructed:1973
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
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: March 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:39,588 [as of 2010]
Truck traffic:4% of total traffic
Deck condition:Satisfactory [6 out of 9]
Superstructure condition:Good [7 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Somewhat better than minimum adequacy to tolerate being left in place as is [5]
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:86.0

Previous Inspections

DateConditionDeckSuperstructureSubstructureADTSuff. Rating
March 2016FairSatisfactoryGoodGood3958886.0
March 2014FairSatisfactoryGoodGood3958886.0
March 2012FairSatisfactoryGoodGood3958886.0
April 2010FairSatisfactoryGoodGood5320084.0
March 2008FairSatisfactoryGoodGood5320084.0
January 2005GoodGoodGoodGood5320084.0
October 2000GoodGoodGoodGood5320084.0
September 1998FairSatisfactoryGoodGood5320084.0
July 1996FairSatisfactoryGoodGood5320084.0
April 1996FairSatisfactoryGoodGood5320084.0
March 1994GoodVery GoodVery GoodGood5320083.4
March 1992GoodVery GoodVery GoodGood5320083.4
March 1990GoodVery GoodVery GoodGood5320083.4

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Superstructure
Reinforced Concrete Girder/Beamlinear ft.3636000
Substructure
Reinforced Concrete Pier Walllinear ft.35251000
Reinforced Concrete Abutmentlinear ft.7171000
Reinforced Concrete Pileeach11000
Bridge Rail
Reinforced Concrete Bridge Raillinear ft.4949000
Deck
Reinforced Concrete Slabsq. ft.453451200
Wearing Surfacessq. ft.453004530