2.1 ASTM D75 / AASHTO R 90: Scope, Segregation Mechanics & Minimum Field Sample Mass

ACI Aggregate Testing Technician Level 1 Exam

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1 Chapter 1: Certification Overview & Aggregate Fundamentals

1.1 ACI Certification Overview, Exam Structure & Passing Rules 1.2 Aggregate Classifications, Sieve Designations & ASTM C33 Specifications 1.3 Aggregate Moisture States, Phase Relationships & Mix Water Adjustments

2 Chapter 2: Sampling and Sample Reduction (ASTM D75 & ASTM C702)

2.1 ASTM D75 / AASHTO R 90: Scope, Segregation Mechanics & Minimum Field Sample Mass 2.2 ASTM D75 Sampling Procedures by Source: Belts, Streams, Stockpiles, Transportation Units & Roadways 2.3 ASTM C702 / AASHTO R 76: Reducing Field Samples to Testing Size

3 Chapter 3: Washing Test & Organic Impurities (ASTM C117 & ASTM C40)

3.1 ASTM C117 / AASHTO T 11: Apparatus, Specimen Masses & Washing Procedures A and B 3.2 ASTM C117: Calculation, Reporting Rules & ASTM C33 Fines Limits 3.3 ASTM C40 / AASHTO T 21: Organic Impurities in Fine Aggregates

4 Chapter 4: Sieve Analysis and Gradation (ASTM C136 & Fineness Modulus)

4.1 ASTM C136 / AASHTO T 27: Apparatus, Specimen Masses, Stack Assembly & Sieving Sufficiency 4.2 ASTM C136: Sieve Overload Limits, the 0.3% Mass Check, Oversize Particles & Split-Portion Arithmetic 4.3 Gradation Calculations, Reporting & Combined Wash-Sieve Analysis 4.4 Fineness Modulus (FM) Calculation, Application & Uniformity Limits

5 Chapter 5: Specific Gravity and Absorption of Coarse Aggregate (ASTM C127)

5.1 ASTM C127 / AASHTO T 85: Test Procedure & Wire Basket Buoyancy 5.2 Relative Density (Specific Gravity) and Absorption Calculations for Coarse Aggregate 5.3 Multi-Fraction Testing, Weighted Averages, Reporting & Precision for Coarse Aggregate

6 Chapter 6: Specific Gravity and Absorption of Fine Aggregate (ASTM C128)

6.1 ASTM C128 / AASHTO T 84: Pycnometer Method & Test Preparation 6.2 The Cone and Tamper Test for Saturated Surface-Dry (SSD) Condition 6.3 Relative Density and Absorption Calculations for Fine Aggregate

7 Chapter 7: Moisture Content & Performance Examination Preparation (ASTM C566 & Practical Lab Skills)

7.1 ASTM C566 / AASHTO T 255: Total Evaporable Moisture Content by Drying 7.2 Surface Moisture Determination and Concrete Batch Plant Adjustments 7.3 ACI Performance Examination Mastery & Practical Lab Checklists

Free exam prep ACI Aggregate Testing Technician Level 1 Practice Questions 108 questions Study Guide 22 topics

2.1 ASTM D75 / AASHTO R 90: Scope, Segregation Mechanics & Minimum Field Sample Mass

Key Takeaways Explain This Topic AI

ASTM D75 / AASHTO R 90 governs field sampling of fine and coarse aggregates so that the test portion represents the true average nature and condition of the source material.

Every D75 procedure begins by selecting the units to be sampled by an approved random method, for which the standard references Practice D3665.

Segregation is driven by trajectory momentum at discharge points, by the angle of repose on stockpile slopes, and by belt vibration, which drives fines down and coarse stone to the belt edges.

ASTM D75 Table 1 sets minimum field sample mass from nominal maximum aggregate size, from 10 kg (22 lb) for fine aggregate and 9.5-mm stone up to 175 kg (385 lb) for 90-mm (3-1/2 in.) stone.

Shipping containers must preclude loss, contamination, or damage in transit and must be clearly marked with suitable identification of the field sample. Last updated: September 2026

Field sampling is the single most critical operation in aggregate quality assurance. No matter how sophisticated a laboratory testing apparatus may be, and regardless of whether sieves are shaken to exact calibration or pycnometers are de-aired under continuous vacuum, the resulting test data are only as reliable as the sample delivered from the field. An unrepresentative sample yields invalid results, leading either to the catastrophic acceptance of structurally deficient aggregates or the unjustified, costly rejection of sound material. ASTM D75 / D75M (and its state-highway counterpart, AASHTO R 90 ) governs the procedures for obtaining representative field samples of fine and coarse aggregates. The standard applies to materials sampled at production plants, commercial transfer terminals, ready-mix and asphalt batch plants, jobsite stockpiles, and finished roadway bases. Understanding the physical principles of particle movement and the specific procedural mandates of ASTM D75 is essential for passing both the written and performance components of the ACI Aggregate Testing Technician Level 1 certification. 1. Scope, Purpose, and Sampling Objectives ASTM D75 outlines sampling protocols for four distinct engineering purposes: Preliminary Investigation of Potential Sources : Evaluating undeveloped quarries, gravel pits, or sand deposits to determine initial deposit suitability, reserve volume, and basic physical properties. Quality Control (QC) at the Source of Supply : Ongoing process monitoring by aggregate producers to detect grading shifts, crusher wear, or contamination during crushing, washing, and screening operations. Quality Assurance (QA) and Acceptance/Rejection Testing : Verification by owner agencies, testing laboratories, or project engineers that aggregate delivered to a project meets contractual specifications (such as ASTM C33 for concrete or ASTM D2940 for aggregate base). Mixture Design and Performance Qualification : Supplying laboratory engineers with baseline material to establish concrete water-cement ratios, asphalt binder contents, compressive strength curves, and mortar bar expansion characteristics. The Fundamental Law of Representative Sampling The fundamental requirement of ASTM D75 is that every sample must represent the true average nature and condition of the aggregate lot. It must reflect the continuous grading, shape distribution, moisture variability, and cleanliness of the whole volume. Collecting a non-representative sample introduces irreversible systematic bias into every downstream ASTM test, including sieve analysis (ASTM C136), washing loss (ASTM C117), specific gravity and absorption (ASTM C127 and C128), and moisture content (ASTM C566). 2. The Physics and Mechanics of Particle Segregation To collect a representative sample, a technician must first understand why aggregates segregate. Segregation is the non-uniform distribution of particle sizes within an aggregate mass. It is governed by fundamental mechanics: particle mass, kinetic energy, trajectory momentum, surface texture, and the internal angle of repose. The Mechanisms of Segregation Gravity and Trajectory Segregation : When aggregate falls from a conveyor discharge or storage bin chute, heavier, larger particles possess greater momentum. They carry farther outward along the parabolic discharge arc, while fine sand and micro-filler fall almost vertically. The stream splits dynamically into a coarse outer curtain and a fine interior core. Slope and Angle of Repose Segregation : When aggregate forms a cone or stockpile, coarse particles roll readily down the sloping face because their mass overcomes surface friction. In contrast, angular fine particles interlock, clinging to the upper slopes. Consequently, the crest and center of a pile become enriched in fines, while the outer toe and perimeter accumulate coarse stone. Conveyor Belt Vibration : As an aggregate blend travels over vibrating troughing idlers on a conveyor belt, smaller particles settle through the interstitial voids toward the bottom and center of the belt rubber, while large stone floats to the top and rolls toward the outer edges. Technicians who skim the surface of a stockpile, grab a single scoop from the toe, or cut only part of a falling stream collect severely segregated aggregate. ASTM D75 establishes mechanical techniques specifically engineered to neutralize these segregation mechanisms.

3. ASTM D75 Table 1: Minimum Field Sample Masses A critical requirement of ASTM D75 is verifying that the total mass of the field sample meets or exceeds the minimum threshold specified in Table 1 . The required mass is governed exclusively by the Nominal Maximum Aggregate Size (NMAS) of the material. Nominal Maximum Aggregate Size (NMAS) : One size larger than the first sieve to retain more than 10% of the material, or the smallest sieve opening through which the entire amount of aggregate is permitted to pass according to the specification. It is distinct from Maximum Size (the smallest sieve that must pass 100% of the aggregate).

Aggregate Type Sieve Size Designation Metric Opening (mm) Minimum Sample Mass (kg) Minimum Sample Mass (lb) Fine Aggregate No. 8 2.36 mm 10 kg 22 lb Fine Aggregate No. 4 4.75 mm 10 kg 22 lb Coarse Aggregate 3/8 in. 9.5 mm 10 kg 22 lb Coarse Aggregate 1/2 in. 12.5 mm 15 kg 35 lb Coarse Aggregate 3/4 in. 19.0 mm 25 kg 55 lb Coarse Aggregate 1 in. 25.0 mm 50 kg 110 lb Coarse Aggregate 1-1/2 in. 37.5 mm 75 kg 165 lb Coarse Aggregate 2 in. 50 mm 100 kg 220 lb Coarse Aggregate 2-1/2 in. 63 mm 125 kg 275 lb Coarse Aggregate 3 in. 75 mm 150 kg 330 lb Coarse Aggregate 3-1/2 in. 90 mm 175 kg 385 lb Multi-Test Volume Planning Rule The masses in Table 1 represent the minimum required for a standard routine sieve analysis. However, ASTM D75 explicitly mandates that if multiple tests are to be conducted on the same field lot—such as combined sieve analysis (C136), wash loss (C117), specific gravity and absorption (C127/C128), and moisture content (C566)—the field sample must be proportionally larger. The technician must sum the individual test sample masses required by each specific standard and provide additional material for referee retests.

4. Selecting the Units to Be Sampled Every one of the five procedures above begins with the same step, and it is the one candidates skip: select the units to be sampled by an approved random method. ASTM D75 references Practice D3665, Random Sampling of Construction Materials , for this purpose. Choosing which truck, which belt pass, or which part of the production run to sample by convenience — the load nearest the gate, the belt pass that happens to be running when you arrive — introduces selection bias before a single scoop is taken, and no amount of careful technique downstream removes it. 5. Shipping and Identifying the Sample ASTM D75 also governs what happens after the increments are combined: Transport aggregate in bags or other containers so constructed as to preclude loss, contamination, or damage to the contents from mishandling during shipment. A torn bag that sheds fines in the truck bed converts a valid field sample into an invalid one. Mark shipping containers clearly with suitable identification of the field sample. An unlabelled or ambiguously labelled container cannot be tied back to a lot, which makes every downstream test result unusable for acceptance. Where the sample will be used for moisture content under ASTM C566, seal it immediately in a vapour-tight, non-absorbent container; C566 Section 6.2 separately requires that the sample be protected against loss of moisture prior to determining the mass.

Test Your Knowledge

According to ASTM D75 Table 1, what is the minimum field sample mass required for a coarse aggregate with a nominal maximum aggregate size (NMAS) of 1 inch (25.0 mm)?

25 kg (55 lb)

50 kg (110 lb)

75 kg (165 lb)

100 kg (220 lb) Check Answer Need a hint? AI

Test Your Knowledge

A field sample of 19.0-mm (3/4 in.) nominal maximum size coarse aggregate is required for a combined sieve analysis (ASTM C136), a wash test (ASTM C117), and a relative density and absorption test (ASTM C127). Which statement best describes the required field sample mass?

Exactly 25 kg, because ASTM D75 Table 1 lists 25 kg for 19.0-mm aggregate and the table value is an absolute figure

At least 25 kg, and larger than that, because ASTM D75 requires the field sample to be large enough to supply every test contemplated plus material for any retest

5 kg, because that is the ASTM C136 minimum test specimen mass for 19.0-mm aggregate

No minimum applies once the sample is reduced under ASTM C702, because reduction removes sampling bias Check Answer Need a hint? AI

Test Your Knowledge

ASTM D75 lists four purposes for sampling aggregates. Which of the following is one of them, and why does the purpose change how the sample is taken?

Preliminary investigation of a potential source, because an undeveloped deposit must be characterised for suitability and reserve before any production sampling plan exists

Verification of the sieve shaker calibration, because D75 governs laboratory equipment checks

Determination of the chemical composition of portland cement, because cement and aggregate are sampled under the same practice

Establishing the 0.3% mass check tolerance, because that tolerance derives from the field sampling method Check Answer Need a hint? AI

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