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# Test Methods (*Accredited) Description
1 *SANS 3001-AG1 Particle size analysis of aggregates by sieving
2 *SANS 3001-AG2 Determination of the average least dimension of aggregates by direct measurement
3 SANS 3001-AG3 Determination of the average least dimension of aggregates by computation
4 *SANS 3001-AG4 Determination of the flakiness index of coarse aggregate
5 SANS 3001-AG5 Sand equivalent value of fine aggregates
6 SANS 3001-AG10 ACV (aggregate crushing value) and 10% FACT (fines aggregate crushing test)Values of coarse aggregates
7 SANS 3001-AG20 Determination of the bulk density, apparent density and water absorption of aggregate particles retained on the 5 mm sieve of road construction materials
8 SANS 3001-AG21 Determination of the bulk density, apparent density and water absorption of aggregate particles passing the 5 mm sieve for road construction materials
9 SANS 3001-AG22 Apparent density of crushed stone base
10 SANS 5845:2006 Bulk density and voids content of aggregates
11 TMH1 Method B11 The determination of the adhesion f bituminous binder to stone aggregate (Riedel @ Weber)

# Test Methods (*Accredited) Description
1 *SANS 3001-AS1 Making of asphalt briquettes for Marshall tests and other specialized tests
2 *SANS 3001-AS2 Determination of Marshall stability, flow and quotient
3 *SANS 3001-AS10 Determination of bulk density and void content of compacted asphalt
4 *SANS 3001-AS11 Determination of the maximum void-less density of asphalt mixes and the quantity of binder absorbed by the aggregate
5 *SANS 3001-AS20 Determination of the soluble binder content and particle size analysis of an asphalt mix
6 SANS 3001-AS22 Determination of the binder content of mixtures used in bituminous slurry Seals
7 SANS 3001-AS23 Determination of moisture in asphalt
8 TMH1 Method C5 The determination of the immersion index of a bituminous mixture
9 *TMH1 Method C12T Tentative method for the determination of the indirect tensile strength of asphalt material

# Test Methods (*Accredited) Description
1 *ASTM D5
EN1426
Standard Test Method for Penetration of Bituminous Materials
Bitumen and bituminous binders – Determination of needle penetration
2 *ASTM D36
TG1 Method MB-17
Standard Test Method for Softening Point of Bitumen (Ring-and-Ball Apparatus)
Softening point of modified bitumen by ring and ball method
3 ASTM D88
TG 1 Method MB-21
Standard Test Method for Saybolt Viscosity
Viscosity of modified bitumen emulsions by means of the Saybolt-furol viscometer
4 ASTM D113 Standard Test Method for Ductility of Bituminous Materials
5 ASTM D140 Standard Practice for Sampling Bituminous Materials
6 *ASTM D244
TG1 Method MB-22
Standard Test Method and Practices for Emulsified Asphalts
Water content of modified bitumen emulsions
7 ASTM D402 Standard Test Method for Distillation of Cutback Asphalt
8 ASTM D2170 Standard test method for Kinematic Viscosity of Asphalts (Bitumens)
9 ASTM D2872 Standard Test Method for Effect of Heat and Air on a Moving Film of Asphalt (Rolling Thin-Film Oven Test)
10 ASTM 3142 Standard Test Method for Specific Gravity, API Gravity, or Density of Cutback Asphalts by Hydrometer Method
11 *ASTM D4402
TG1 Method MB-18
Standard Test Method for Viscosity Determination of Asphalt at Elevated Rotational Viscometer
Dynamic (Apparent) viscosity of polymer modified binders
12 ASTM D6930
TG1 METHOD MB-6
Standard Test Method for Settlement and Storage Stability of Emulsified Asphalts
Storage stability of polymer modified binders
13 *BS EN 1429 Bitumen and bituminous binders – Determination of residue on sieving of bituminous emulsions, and determination of storage stability by sieving
14 EN 12594 Bitumen and bituminous binders – preparation of test samples
15 BS EN 12697 Determination of the affinity between aggregate and bitumen
16 EN 13703 Force durability of bituminous asphalt
17 SANS 4001-BT3 (5.6)
*SANS 4001-BT3 (5.4)
Determination of sedimentation
Determination of coagulation value
18 SANS 4001-BT4 (5.4) Particle charge and binder deposit
19 TG1 Method MB-2 Sample preparation
20 TG1 Method MB-3 Modified rolling thin film oven test
21 *TG1 Method MB-4 Elastic recovery of polymer modified binders by ductilometer
22 TG1 Method MB-10 Ball penetration and resilience of bitumen-rubber blends
23 TG1 Method MB-11 Compression recovery of bitumen rubber binders
24 TG1 Method MB-12 Flow test for bitumen-rubber binders
24 TG1 Method MB-13 Dynamic viscosity of bitumen-rubber binders
26 TG1 Method MB-14 Particle size distribution and loose fibre content of rubber crumbs
27 TG1 Method MB-16 Bulk density of void content
28 TG1 Method MB-20 Recovery of residue of modified bitumen emulsion
29 INHOUSE METHOD – M1 Determination of product soap pH
30 INHOUSE METHOD – M2 Residue by evaporation (Boil-off)

# Test Methods (*Accredited) Description
1 *SANS 3001-GR1 Wet preparation and particle size analysis
2 *SANS 3001-GR10 Determination of the one-point liquid limit, plasticity index and linear shrinkage
3 SANS 3001-GR12 Determination of the flow curve liquid limit
4 *SANS 3001-GR20 Determination of the moisture content by oven-drying
5 *SANS 3001-GR30 Determination of the maximum dry density and optimum moisture content
6 SANS 3001-GR31 Determination of the maximum dry density and optimum moisture content of laboratory mixed cementitious stabilized materials
7 *SANS 3001-GR40 Determination of the California bearing ratio
8 SANS 3001-GR41 Determination of the California bearing ratio of lime treated materials
9 SANS 3001-GR50 Preparation, compaction and curing of specimens of laboratory mixed cementitious stabilized materials
10 SANS 3001-GR51 Sampling, preparation, compaction and curing of field mixed freshly cementiously stabilized materials including the determination of the maximum dry density and optimum moisture content
11 SANS 3001-GR53 Determination of the unconfined compressive strength of compacted and cured specimens of cementiously stabilized materials
12 SANS 3001-GR54 Determination of the indirect tensile strength of compacted and cured specimens of cementiously stabilized materials
13 TG2 Chapter 3
TG2 Chapter 4
Material Classification – Tests and Interpretation
Mix Design – Requirements

# Accreditation Test Method
1 ASTM D2950 Standard test method for Density of Bituminous Concrete in Place by Nuclear Methods
2 TMH1 A10 (b) The determination of the in-place density and moisture content of soils and gravels by nuclear methods
3 TMH1 A10 (a)
SANS 3001-GR35
The determination of the in-place dry density of soil or gravel by the sand replacement method
The determination of the in-place dry density of soil or gravel by the sand replacement method
4 SANS 3001: BT-11
TMH6 Method ST-1
Texture depth measurement for the design of surfacing seals
Measurement of the texture depth of a road surface (Sand patch)
5 SANS 3001: BT-10
TMH6 Method ST-10
Ball penetration test for the design of surfacing seals
Ball penetration test for the design of surfacing seals
6 TMH6 Method ST-6 Measurement of the in situ strength of soils by the dynamic cone penetrometer (DCP)
7 TMH6 Method ST-10 Determination of the one-dimensional consolidation properties of soils

# Accreditation Test Method
1 TMH5 Method MA-2 Sampling from a sampling pit in natural gravel, soil and sand
2 TMH5 Method MB-1 Sampling of stockpiles
3 TMH5 Method MB-7 Sampling of premixed asphalt
4 TMH5 Method MC-1 Sampling compacted or not compacted layers
5 TMH5 Method MC-2 Sampling of asphalt & concrete from a completed layer or structure (Coring)
6 *TMH5 MD1 Division of a sample using the riffler
7 *TMH5 MD2 Division of sample by quartering

# Accreditation Test Method
1 SAPEM
Chapter 3, Appendix B
Abrasion Resistance (AR)
Determination of the wearing off of gravel road due to traffic
2 SAPEM
Chapter 3, Appendix B
Erosion Resistance (ER)
Determination of the amount of erosion on gravel road due to rain
3 SAPEM
Chapter 3, Appendix B
Moisture Sensitivity (MS) [UCS – SANS]
Determination of the strength left in Soil material after it has been immersed under water over a long period of time
4 SANS 3001-GR30
[SAPEM pg 18 Par C,
3.1 Spec/Prep-Deviation – SANS 3001-GR1]
Determination of the maximum dry density and optimum moisture content of gravel, sand and soils