Share:

CHATSWORTH ST over BROWNS CANYON CREEK

Map 

Coordinates:
+34.26444, -118.59500
34°15'52" N, 118°35'42" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.

Facts 

Name:CHATSWORTH ST over BROWNS CANYON CREEK
Structure number:53C1134
Location:0.4 MI W DE SOTO AVE
Purpose:Carries highway and pedestrian walkway over waterway
Route classification:Principal Arterial - Other (Rural) [02]
Length of largest span:21.0 ft. [6.4 m]
Total length:66.9 ft. [20.4 m]
Roadway width between curbs:65.9 ft. [20.1 m]
Deck width edge-to-edge:86.0 ft. [26.2 m]
Owner:City or Municipal Highway Agency [04]
Year built:1972
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Number of main spans:3
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: March 2015 

Status:Open, no restriction [A]
Average daily traffic:8,900 [as of 2005]
Truck traffic:1% of total traffic
Structural appraisal:Better than present minimum criteria [7]
Deck geometry appraisal:Superior to present desirable criteria [9]
Water adequacy appraisal:Superior to present desirable criteria [9]
Roadway alignment appraisal:Better than present minimum criteria [7]
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:59.5 tons [54.1 metric tons]
Inventory rating:35.6 tons [32.4 metric tons]
Sufficiency rating:97.2

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
March 201597.2Not deficient---8900
March 201397.2Not deficient---8900
May 201197.2Not deficient---8900
March 200997.2Not deficient---8900
May 200597.2Not deficient---8900
December 199897.2Not deficient---8900
December 199697.2Not deficient---8900
December 199597.2Not deficientGood-Good8900
November 199397.3Not deficient---8900
December 199197.3Not deficient---8900