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FALLBROOK AVE over DAYTON CREEK

Map 

Coordinates:
+34.20833, -118.62333
34°12'30" N, 118°37'24" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

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 2016 

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]
Operating rating:44.6 tons [40.5 metric tons]
Inventory rating:26.7 tons [24.3 metric tons]
Evaluation:Functionally obsolete [2]
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 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
February 201665.5Functionally obsolete---24340
February 201465.5Functionally obsolete---24340
February 201273.6Functionally obsolete---24340
April 201072.4Functionally obsolete---31000
February 200872.4Functionally obsolete---31000
September 200692.6Not deficient---31000
February 200493.7Not deficient---23500
May 200193.7Not deficient---23500
April 199893.7Not deficient---23500
April 199693.7Not deficientGoodGood-23500
March 199493.5Not deficient---23500
March 199293.5Not deficient---23500
February 199093.5Not deficient---23500