BS EN 13286-2:2010
Current
The latest, up-to-date edition.
Unbound and hydraulically bound mixtures Test methods for laboratory reference density and water content. Proctor compaction
Hardcopy , PDF
English
30-04-2013
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Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Principle
5 Apparatus
6 Preparation
7 Procedure
8 Calculations, plotting and expression of results
9 Test report
Annex A (informative) - Dimensions of alternative apparatus
Annex B (normative) - One point Proctor test
Annex C (informative) - Correction for oversize (material
retained on the 16 mm, 31,5 mm and 63 mm test sieves)
Annex D (informative) - Proctor test for self-draining
mixtures
Defines test methods for the determination of the relationship between the water content and the dry density of hydraulically bound or unbound mixtures after compaction under specified test conditions using Proctor compaction.
| Committee |
B/510/4
|
| DevelopmentNote |
Supersedes 98/106183 DC (08/2004)
|
| DocumentType |
Standard
|
| Pages |
34
|
| PublisherName |
British Standards Institution
|
| Status |
Current
|
| Supersedes |
This European Standard specifies test methods for the determination of the relationship between the water content and the dry density of hydraulically bound or unbound mixtures after compaction under specified test conditions using Proctor compaction. It allows an estimate of the mixture density that can be achieved on construction sites and provides a reference parameter for assessing the density of the compacted layer of the mixture.
This European Standard applies only to unbound and hydraulically bound mixtures of aggregates used in road construction and civil engineering work. It is not applicable to soils for earthworks. The results of this test method can be used as a basis for comparing mixtures before use in road construction. The test results also allow a conclusion to be drawn as to the water content at which mixtures can be satisfactorily compacted in order to achieve a given dry density.
This test is suitable for mixtures with different values of upper sieve (D) size up to 63 mm and an oversize up to 25 % by mass.
| Standards | Relationship |
| NF EN 13286-2 : 2010 | Identical |
| I.S. EN 13286-2:2010 | Identical |
| UNE-EN 13286-2:2011 | Identical |
| NEN EN 13286-2 : 2010 C1 2012 | Identical |
| SN EN 13286-2 : 2012 | Identical |
| NS EN 13286-2 : 2010 AC 2012 | Identical |
| DIN EN 13286-2:2013-02 | Identical |
| UNI EN 13286-2 : 2010 | Identical |
| NBN EN 13286-2 : 2010 COR 2012 | Identical |
| EN 13286-2:2010/AC:2012 | Identical |
| EN 13286-2:2010 | Equivalent |
| 17/30355891 DC : 0 | BS 1924-2 - HYDRAULICALLY BOUND AND STABILIZED MATERIALS FOR CIVIL ENGINEERING PURPOSES - PART 2: SAMPLE PREPARATION AND TESTING OF MATERIALS DURING AND AFTER TREATMENT |
| BS 1924-2:2018 | Hydraulically bound and stabilized materials for civil engineering purposes Sample preparation and testing of materials during and after treatment |
| EN 13286-1:2003 | Unbound and hydraulically bound mixtures - Part 1: Test methods for laboratory reference density and water content - Introduction, general requirements and sampling |
| EN 1097-5:2008 | Tests for mechanical and physical properties of aggregates - Part 5: Determination of the water content by drying in a ventilated oven |
| EN 933-2:1995 | Tests for geometrical properties of aggregates - Part 2: Determination of particle size distribution - Test sieves, nominal size of apterures |
| EN 933-1:2012 | Tests for geometrical properties of aggregates - Part 1: Determination of particle size distribution - Sieving method |
| EN 1097-6:2013 | Tests for mechanical and physical properties of aggregates - Part 6: Determination of particle density and water absorption |
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