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FALLBROOK AVE over DAYTON CREEK

Map

Coordinates:
+34.20775, -118.62328
34°12'28" N, 118°37'24" W

Facts

Source: National Bridge Inventory. Information not verified; use at your own risk.
Name:FALLBROOK AVE over DAYTON CREEK
Structure number:53C1162
Location:AT SATICOY ST
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Other Principal Arterial (Urban) [14]
Length of largest span:100.1 ft. [30.5 m]
Total length:107.9 ft. [32.9 m]
Roadway width between curbs:80.1 ft. [24.4 m]
Deck width edge-to-edge:100.1 ft. [30.5 m]
Skew angle:70°
Owner:City or Municipal Highway Agency [04]
Year built:1964
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:M 13.5 / H 15 [2]
Main span material:Concrete [1]
Main span design:Culvert [19]
Deck type:Concrete Cast-in-Place [1]
Wearing surface:Bituminous [6]

Latest Available Inspection: February 2018

Good/Fair/Poor Condition:Good
Status:Open, no restriction [A]
Average daily traffic:24,340 [as of 2007]
Truck traffic:2% of total traffic
Structural appraisal:Equal to present minimum criteria [6]
Deck geometry appraisal:Basically intolerable requiring high priority of replacement [2]
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:65.5
Recommended work:Bridge rehabilitation because of general structure deterioration or inadequate strength. [35]
Estimated cost of work:$1,685,000

Previous Inspections

DateConditionCulvert ConditionADTSuff. Rating
February 2018Good7 out of 102434065.5
February 2016Good7 out of 102434065.5
February 2014Good8 out of 102434065.5
February 2012Good8 out of 102434073.6
April 2010Good8 out of 103100072.4
February 2008Good8 out of 103100072.4
September 2006Good8 out of 103100092.6
February 2004Good8 out of 102350093.7
May 2001Good8 out of 102350093.7
April 1998Good8 out of 102350093.7
April 1996GoodN out of 102350093.7
March 1994Good7 out of 102350093.5
March 1992Good7 out of 102350093.5
February 1990Good7 out of 102350093.5

Element Data

Source: National Bridge Elements dataset, 2018 edition. This feature is experimental.
ElementUnitsQuantity1-Good2-Fair3-Poor4-Serious
Culvert
Reinforced Concrete Culvertlinear ft.117110700
Wearing Surfacessq. ft.80263217000
Bridge Rail
Other Material Bridge Raillinear ft.2014600