Share:

SHERMAN WAY over ALISO CREEK

Map 

Coordinates:
+34.20167, -118.54333
34°12'06" N, 118°32'36" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 

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. ratingEvaluationDeckSuper.Sub.ADT
February 201663.5Not deficientVery GoodVery GoodGood20000
February 201288.0Not deficientGoodGoodSatisfactory20000
April 201088.0Not deficientGoodGoodGood20000
February 200988.0Not deficientGoodGoodGood20000
August 200688.0Not deficientGoodGoodGood20000
February 200485.6Not deficientGoodGoodGood35800
May 200185.6Not deficientGoodGoodGood35800
May 199885.6Not deficientGoodGoodGood35800
April 199586.3Not deficientVery GoodVery GoodVery Good35800
March 199386.3Not deficientVery GoodVery GoodVery Good35800
February 199186.3Not deficientVery GoodVery GoodVery Good35800