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SIMONDS ST over BULL CREEK

Map

Coordinates:
+34.27658, -118.48628
34°16'36" N, 118°29'11" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:SIMONDS ST over BULL CREEK
Structure number:53C1713
Location:0.05 MI W/O WOODLY AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Collector (Urban) [17]
Length of largest span:18.7 ft. [5.7 m]
Total length:38.4 ft. [11.7 m]
Skew angle:30°
Owner:City or Municipal Highway Agency [04]
Year built:1978
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: October 2016

Good/Fair/Poor Condition:Fair
Status:Open, no restriction [A]
Average daily traffic:600 [as of 2007]
Truck traffic:1% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
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:Deterioration or initial disintegration, minor chloride contamination, cracking with some leaching, or spalls on concrete or masonry walls and slabs. Local minor scouring at curtain walls, wingwalls or pipes. Metal culverts have a smooth curvature, non-symmetrical shape, significant corrosion or moderate pitting. [6]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Sufficiency rating:96.9

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
October 2016Fair6 out of 1060096.9
October 2012Good7 out of 1060096.9
March 2011Good7 out of 1060096.9
October 2008Good7 out of 1060096.9
January 2005Good8 out of 1060096.9
April 2001Good8 out of 1050097.0
March 1999Good8 out of 1050097.0
February 1997Good8 out of 1050097.0
January 1995Good8 out of 1050097.0
December 1992Good8 out of 1050097.0
January 1991Good8 out of 1050097.0