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SHERMAN WAY over BROWNS CREEK

Map

Coordinates:
+34.20088, -118.58313
34°12'03" N, 118°34'59" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SHERMAN WAY over BROWNS CREEK
Structure number:53C0474
Location:0.4 M E/O DE SOTO AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:32.2 ft. [9.8 m]
Total length:68.9 ft. [21.0 m]
Owner:County Highway Agency [02]
Year built:1971
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:32,000 [as of 2009]
Truck traffic:3% of total traffic
Structural 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]
Culvert condition:Shrinkage cracks, light scaling and insignificant spalling which does not expose reinforcing steel. Insignificant damage caused by drift with no misalignment and not requiring corrective action. Some minor scouring has occured near curtain walls, wingwalls or pipes. Metal culverts have a smooth symmetrical curvature with superficial corrosion and no pitting. [7]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:79.4

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Good7 out of 103200079.4
February 2014Good8 out of 103200079.4
February 2012Good8 out of 103200079.4
April 2010Good8 out of 103200079.4
April 2009Good8 out of 103200094.0
September 2006Good8 out of 103200094.0
February 2004Good8 out of 103510094.7
July 2000Good8 out of 103510094.7
June 1998Good8 out of 103510094.7
April 1995Good8 out of 103510079.0
April 1994Good8 out of 103510095.4
March 1993Good8 out of 103510095.4
April 1991Good8 out of 103510095.4