NS EN 13286-2 : 2010 AC 2012

Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Principle
5 Apparatus
6 Preparation
   6.1 General
   6.2 Samples for compaction tests
   6.3 Preliminary assessment
   6.4 Mixtures totally passing the 16 mm test sieve
   6.5 Mixtures not totally passing the 16 mm test sieve
       6.5.1 Mixtures totally passing the 31,5 mm test sieve
       6.5.2 Mixtures 75 % to 100 % passing the 31,5 mm test sieve
       6.5.3 Mixtures with an oversize > 25 % by mass on the 31,5 mm
             test sieve
7 Procedure
   7.1 Proctor test for mixtures compacted with a 2,5 kg rammer (A)
       in the Proctor mould (A)
   7.2 Proctor test for mixtures compacted with a 2,5 kg rammer (A)
       in the large Proctor mould (B)
   7.3 Proctor test for mixtures compacted with a 15,0 kg rammer (C)
       in the extra large Proctor mould (C)
   7.4 Modified Proctor test for mixtures compacted with a 4,5 kg
       rammer (B) in the Proctor mould (A)
   7.5 Modified Proctor test for mixtures compacted with a 4,5 kg
       rammer (B) in the large Proctor mould (B)
   7.6 Modified Proctor test for mixtures compacted with a 15,0 kg
       rammer (C) in the extra large Proctor mould (C)
8 Calculations, plotting and expression of results
   8.1 Calculations
   8.2 Plotting
9 Test report
10 Precision
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

Describes the 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.