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newSchoolWorks.com › VoTechWorks › Building & Construction › Construction (general) › Concrete: Materials, Placement, and Finishing › Lesson 5
BLD-CONS02-07 · Lesson 5 · 12 clock hours · lab

Field Quality Control: Slump, Air, and Cylinder Sampling

Objective. Students will correctly perform slump, air content, and fresh concrete sampling procedures and record results on a field test report following standard practice.

⚠ Pending professional review

This lesson, its worked examples and its practice questions has not yet been verified by a licensed professional engineer or master tradesperson or by a certification or approval body. It is a study draft and may contain errors. Do not use it as instructions for work on a job site or on live equipment. Always follow your instructor, your supervising professional, and current official references and regulations.

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Why Field Quality Control Matters

Concrete is permanent. Once it hardens, correcting a mix that was too wet, too stiff, or full of trapped air is costly and sometimes impossible. Field quality control (QC) tests give you real-time data on fresh concrete so you can catch problems before the pour continues. Three tests form the core of jobsite QC: the slump test, the air content test, and cylinder sampling for compressive-strength testing. All three are governed by ASTM International standards, and knowing how to run them correctly is a fundamental skill for any construction technician.

Safety Before You Start

Concrete is a chemical hazard. Portland cement is alkaline and can cause skin burns and eye injury on prolonged contact. Always wear nitrile or rubber gloves, safety glasses or a face shield, long sleeves, and steel-toed boots during sampling. If concrete contacts your skin, rinse immediately with clean water. Keep a first-aid kit and eyewash station accessible. When working around a ready-mix truck, stand clear of the chute during discharge and never climb on the drum. Follow your employer's personal protective equipment (PPE) policy at all times.

Sampling Fresh Concrete

Before you can test anything, you need a representative sample. ASTM C172 describes how to collect composite samples from a ready-mix truck. Key points:

A sample that does not follow these rules produces unreliable test results and can lead to rejected concrete.

The Slump Test (ASTM C143)

Slump measures workability — how easily fresh concrete flows and consolidates. Higher slump generally means more water and a wetter mix; lower slump means a stiffer mix. The project specification will state the acceptable slump range.

Procedure:

1. Dampen and place the slump cone on a flat, rigid, non-absorbing base plate.

2. Fill the cone in three equal layers. Rod each layer 25 times with the tamping rod, distributing the strokes evenly. When rodding the second and third layers, penetrate into the layer below.

3. Strike off the top flush with the cone opening.

4. Lift the cone straight up in 5 to 10 seconds with a smooth, steady motion.

5. Lay the cone beside the concrete, place the tamping rod across the top of the cone, and measure the vertical distance from the bottom of the rod to the displaced center of the concrete mass.

6. Record the slump to the nearest quarter-inch.

Complete the entire test from start of filling to cone removal within 2.5 minutes.

The Air Content Test — Pressure Meter Method (ASTM C231)

Entrained air improves freeze-thaw durability and workability. Too little air reduces durability; too much air reduces strength. The Type B pressure meter (air meter) uses Boyle's Law — a known volume of air at a known pressure — to calculate the air percentage in the fresh mix.

Procedure:

1. Fill the air meter bowl in three layers, rodding each layer 25 times (or use a vibrator per the standard).

2. Strike off the top flush, wipe the flange clean, and clamp the lid.

3. Inject water into both petcocks until water flows out bubble-free, then close the petcocks.

4. Pump air to the initial pressure line and stabilize.

5. Open the main air valve, tap the gauge lightly, and read the air content directly from the gauge dial.

6. Record the air percentage.

Handle the meter carefully — the pressure vessel must be free of dents or damage that could affect calibration.

Casting Cylinder Specimens (ASTM C31)

Cylinders are cured and then crushed in a lab to verify that hardened concrete reaches the specified compressive strength (f'c). Standard cylinder sizes are 4-inch × 8-inch and 6-inch × 12-inch.

Procedure:

1. Place the mold on a firm, level surface.

2. Fill in two equal layers (4×8) or three equal layers (6×12). Rod each layer 25 times for 4×8 molds or rod with 25 strokes per layer for 6×12 molds. Tap the outside of the mold after each layer to close voids.

3. Strike off the top flush.

4. Apply a plastic cap immediately.

5. Label each cylinder with a permanent marker: project name, batch/truck number, concrete mix ID, specified strength, date and time cast, and your name.

6. Keep cylinders undisturbed in their molds for the first 24 hours at jobsite temperature (60–80 °F is ideal). Then transport carefully to the lab for standard curing.

Never move cylinders during the initial set period — vibration will damage the internal structure.

Completing the Field Test Report

Every test means nothing unless it is documented. Fill out all fields on the field test report form immediately — not from memory later. Required fields typically include: date and time, project name, location of placement, truck/batch number, mix design ID, water added on site (if any), slump result, air content result, concrete temperature, cylinder IDs, and the signature of the person performing the tests. Missing fields can invalidate the record and create liability issues.

Putting It Together

Slump, air content, and cylinder sampling are a package. Run them together on the same batch, complete your report on the spot, and store cylinders safely. These three tests protect the project, protect the owner, and protect you.

Key terms8

SlumpA measure of fresh concrete workability; the vertical distance a standard cone of concrete settles after the cone is removed, measured to the nearest quarter-inch per ASTM C143.
Entrained airMicroscopic air bubbles intentionally introduced into concrete with an air-entraining admixture to improve freeze-thaw durability and workability.
Type B pressure meterAn air meter that uses air pressure applied to a known volume of concrete to calculate the percentage of air content in fresh concrete, following ASTM C231.
Composite sampleA representative fresh-concrete sample made by combining two or more portions taken at intervals during truck discharge, as required by ASTM C172.
Compressive strength (f'c)The specified load-bearing capacity of hardened concrete in pounds per square inch (psi), verified by crushing standard cylinder specimens in a laboratory.
ASTM C31The ASTM International standard that prescribes procedures for making and curing concrete test cylinders in the field.
WorkabilityThe ease with which fresh concrete can be mixed, placed, consolidated, and finished without segregation; slump is the most common field indicator.
Field test reportA written record completed at the time of testing that documents all fresh concrete test results, batch identification, and placement information for a given load or batch.

Worked examples4

1. You measure slump on three points of the displaced concrete: 3.75 in., 4.00 in., and 3.50 in. The specification requires slump of 3 to 5 inches. What do you record, and does the batch pass?
  1. Identify the correct measurement point: ASTM C143 requires measuring to the displaced original center of the specimen, not the highest or lowest edge.
  2. The center measurement is 4.00 in. (use the center of the slumped mass, not an edge reading).
  3. Round to the nearest 0.25 in.: 4.00 in. is already on a quarter-inch increment.
  4. Compare to specification: 3 in. ≤ 4.00 in. ≤ 5 in. — within range.
Answer: Record 4.00 in. The batch passes the slump specification of 3 to 5 inches.
2. Your air meter reads 5.8% air content. The mix design requires 5% to 7% air. Is the result acceptable, and by how much is it above the minimum?
  1. Compare the result to the specified range: minimum 5%, maximum 7%.
  2. 5.8% is greater than 5% and less than 7%, so it falls within the range.
  3. Calculate margin above minimum: 5.8% − 5.0% = 0.8 percentage points above minimum.
  4. Calculate margin below maximum: 7.0% − 5.8% = 1.2 percentage points below maximum.
Answer: The result is acceptable. It is 0.8 percentage points above the minimum and 1.2 percentage points below the maximum.
3. You are using 4-inch × 8-inch cylinder molds. How many layers do you fill, and how many rod strokes per layer does ASTM C31 require?
  1. ASTM C31 specifies two equal layers for 4-inch × 8-inch molds.
  2. Each layer receives 25 strokes of the tamping rod.
  3. Total strokes for the cylinder: 2 layers × 25 strokes = 50 strokes.
Answer: Two layers, 25 rod strokes each, for 50 total strokes per cylinder.
4. The instructor's reference slump on a batch is 3.50 in. Your group measures 4.25 in. on the same batch. Does your measurement meet the competency check (within one-half inch of the reference)?
  1. Find the difference between your measurement and the reference: 4.25 in. − 3.50 in. = 0.75 in.
  2. Compare to the allowable deviation: 0.75 in. > 0.50 in.
  3. The measurement exceeds the half-inch tolerance.
Answer: No. Your measurement is 0.75 in. from the reference, which exceeds the half-inch tolerance. Review your rodding technique and cone-lift speed, then repeat the test on the next batch.

The math in this lesson2

Learners average three slump readings, check air content against 5–7%, and compare to a reference within 1/2 in.
S-ID.2N-Q.3
Brush up in the math halls at newSchoolWorks.com:
In class: Instructor demonstrates the slump test procedure step by step with fresh concrete; students then perform the test in rotating groups of two, recording slump values and comparing to a specified range. · Instructor demonstrates the pressure-meter air content test; each student group performs the test on a separate batch and records results. · Students cast two standard cylinders per group following proper rodding, capping, and labeling procedures; completed field test reports are filled out for each batch tested.
Materials: Ready-mix or lab-mixed concrete batches, slump cone and tamping rod, base plate, steel rule, Type B pressure meter (air meter), cylinder molds (4-inch by 8-inch or 6-inch by 12-inch), tamping rod, vibrating table or hand-rodding setup, plastic caps, field test report forms, permanent marker, ASTM procedure reference cards
Check: Each student's slump measurement must be within one-half inch of the instructor's reference measurement on the same batch; field test report must be complete and legible with no missing fields; cylinder labeling must be correct.

Practice check8

Answer each question, then check it. Nothing is recorded; this is your own practice.

NCCER Construction Technology – Concrete
1. According to ASTM C172, from which portion of a ready-mix truck load should composite samples be collected?
NCCER Construction Technology – Concrete
2. What is the maximum time allowed from the start of filling the slump cone to removing it, per ASTM C143?
NCCER Core – Construction Safety and Materials
3. Which ASTM standard governs the pressure-meter method for testing air content of fresh concrete?
NCCER Construction Technology – Concrete
4. When casting a 4-inch × 8-inch cylinder per ASTM C31, how many layers are used and how many rod strokes does each layer receive?
NCCER Construction Technology – Concrete
5. A worker adds water to a ready-mix truck on site to increase workability. What is the MOST important action the field technician must take?
OSHA 10 – Personal Protective Equipment
6. Which PPE is MOST important when collecting and testing fresh concrete samples?
NCCER Construction Technology – Concrete
7. A slump test result of 6.75 inches is obtained for a mix specified at 3 to 5 inches. What does this most likely indicate?
NCCER Construction Technology – Concrete
8. How soon after completing a cylinder must you begin labeling it, and why?
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