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AS 1289.6.1.1:2014
[Current]Methods of testing soils for engineering purposes, Method 6.1.1: Soil strength and consolidation tests - Determination of the California Bearing Ratio of a soil - Standard laboratory method for a remoulded specimen
This Standard sets out a method for determining the California Bearing Ratio (CBR) of a soil when compacted and tested in the laboratory. The CBR value is measured on the fraction of material passing the 19mm sieve. This Standard is not applicable to materials with more than 20% retained on the 19mm sieve.
Published: 30/09/2014
Pages: 20
Table of contents
Cited references
Content history
Table of contents
Header
About this publication
Preface
1 Scope
2 Referenced documents
3 Definitions
4 Apparatus
5 Preparation of the test portion
6 Preparation of the test specimen
7 Soaking the test specimen
8 Procedure
9 Calculations
10 Test report
Appendix A
A1 Calculation of the amount of water to be added to or removed from test portions
A2 Calculation of mass of material for each layer
Appendix B
B1 Introduction
B2 Moisture control
B3 Density control
B4 Corrections to the curves
B5 Multiple determinations
Amendment control sheet
AS 1289.6.1.1:2014
Amendment No. 1 (2017)
Revised text
Cited references in this standard
[Current]
Methods of testing soils for engineering purposes, Method 2.1.6: Soil moisture content tests — Determination of the moisture content of a soil — Hotplate drying method
[Current]
Methods of testing soils for engineering purposes, Method 2.1.2: Soil moisture content tests — Determination of the moisture content of a soil — Sand bath method (subsidiary method)
[Current]
Methods of testing soils for engineering purposes, Method 2.1.4: Soil moisture content tests — Determination of the moisture content of a soil — Microwave-oven drying method (subsidiary method)
[Current]
Methods of testing soils for engineering purposes, Method 2.1.5: Soil moisture content tests — Determination of the moisture content of a soil — Infrared lights method (subsidiary method)
[Current]
Methods of testing soils for engineering purposes, Method 3.9.1: Soil classification tests — Determination of the cone liquid limit of a soil
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