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SHERMAN WAY over ALISO CREEK

Map

Coordinates:
+34.20167, -118.54333
34°12'06" N, 118°32'36" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHERMAN WAY over ALISO CREEK
Structure number:53C0475
Location:0.05 M EAST WILBUR AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:60.0 ft. [18.3 m]
Total length:65.9 ft. [20.1 m]
Roadway width between curbs:59.7 ft. [18.2 m]
Deck width edge-to-edge:86.3 ft. [26.3 m]
Owner:City or Municipal Highway Agency [04]
Year built:1954
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Main span material:Concrete [1]
Main span design:Slab [01]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2016

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:20,000 [as of 2006]
Truck traffic:3% of total traffic
Deck condition:Very Good [8 out of 9]
Superstructure condition:Very Good [8 out of 9]
Substructure condition:Good [7 out of 9]
Structural appraisal:Meets minimum tolerable limits to be left in place as is [4]
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]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:29.9 tons [27.2 metric tons]
Inventory rating:17.8 tons [16.2 metric tons]
Sufficiency rating:63.5

Previous Inspections

DateSuff. RatingConditionDeckSuperstructureSubstructureSD/FOADT
February 201663.5GoodVery GoodVery GoodGood-20000
February 201288.0FairGoodGoodSatisfactory-20000
April 201088.0GoodGoodGoodGood-20000
February 200988.0GoodGoodGoodGood-20000
August 200688.0GoodGoodGoodGood-20000
February 200485.6GoodGoodGoodGood-35800
May 200185.6GoodGoodGoodGood-35800
May 199885.6GoodGoodGoodGood-35800
April 199586.3GoodVery GoodVery GoodVery Good-35800
March 199386.3GoodVery GoodVery GoodVery Good-35800
February 199186.3GoodVery GoodVery GoodVery Good-35800

Element Data

Source: National Bridge Elements dataset, 2016 edition. This feature is experimental.
ElementUnitsQuantity1. Good2. Fair3. Poor4. Serious
Substructure
Reinforced Concrete Abutmentlinear ft.52242800
Bridge Rail
Steel or Aluminum Bridge Raillinear ft.40152500
Deck
Reinforced Concrete Slabsq. ft.528528000
Wearing Surfacessq. ft.3663214500