Question 1
When sampling from a stationary mixer, how often must the batch be sampled during discharge?
Correct Answer:
At least 2 intervals
Explanation:
When sampling from a stationary mixer, it is required to take samples during the discharge process. The practice of sampling at least two intervals ensures a more representative sample of the batch. This is important because, during the mixing and discharging process, the consistency of the concrete can vary due to factors such as material segregation or variations in the mix. By taking samples at multiple intervals, you can assess the uniformity of the mix and identify any discrepancies that may occur throughout the discharge. This helps in ensuring that the concrete being tested truly reflects the properties and performance of the entire batch, leading to more accurate and reliable testing results. Sampling at just one interval could give a skewed representation, and more than two intervals might not be necessary for maintaining efficiency while still achieving a representative sample. Thus, sampling at two intervals strikes a balance between representativeness and practicality during the testing process.
Question 2
When rodding a standard 6 by 12 in [150 mm by 300 mm] cylinder, how many times must each layer be rodded?
Correct Answer:
25 times
Explanation:
When rodding a standard 6 by 12 inch cylinder, the correct process involves rodding each layer of concrete precisely to ensure proper consolidation and to minimize air pockets. Each layer of concrete should be thoroughly compacted through careful rodding. For a cylinder of this size, the accepted standard practice is to rod each layer 25 times. This number is based on procedures outlined in ASTM specifications, which dictate the testing and preparation methods for concrete samples. Rodding is done in a specific manner—uniformly distributing the strokes in a way that effectively compacts the concrete while not disturbing the layers previously placed. The rationale behind the importance of this specific number of roddings is to achieve a uniform density in the specimen, which is critical for accurate measurement of the concrete's properties later in testing. If too few roddings are performed, the concrete may not be adequately compacted, leading to unreliable test results. Therefore, performing 25 roddings for each layer strikes the right balance for effective consolidation in the creation of the concrete cylinder, ensuring the integrity of the test is maintained.
Question 3
What is the maximum allowable deviation for a supporting surface's level where specimens are stored?
Correct Answer:
1/4 in. per ft.
Explanation:
The maximum allowable deviation for a supporting surface's level where specimens are stored is set at 1/4 inch per foot. This standard is critical to ensure that concrete specimens are not subjected to untoward stresses that may arise from improper support, which can lead to inaccurate test results. A level surface facilitates uniform curing and consolidates the integrity of the specimens, promoting consistent and reliable testing outcomes. Setting the maximum deviation at 1/4 inch per foot strikes a balance between practical tolerances in construction and the need for precision in concrete testing. If the deviation were tighter, such as 1/8 inch per foot, it could introduce unnecessary complications in the placement and handling of forms or molds. Conversely, allowing a larger deviation may compromise the quality and reliability of the results, as uneven surfaces could distort the specimens' shape or lead to defects. The other options either set parameters that are too strict or too lenient for practical applications in the field, thus highlighting the importance of adhering to the established standard of 1/4 inch per foot for specimen storage.
Question 4
When rodding the bottom layer, how should the tamping rod be positioned?
Correct Answer:
Slightly inclined
Explanation:
When rodding the bottom layer, the tamping rod should be positioned slightly inclined. This angle allows for the most effective compaction of the concrete mix without causing segregation of the aggregates. When the rod is inclined, it creates an effective motion that helps in displacing the air pockets trapped in the concrete, ensuring a denser and more homogenous sample. Using a perfectly vertical or horizontal position might not achieve the same level of effectiveness in compaction. A vertical rod could lead to ineffective penetration into the mix, while a horizontal rod would not allow for the necessary movement to consolidate the concrete properly. The slight inclination strikes a balance, enabling better interaction with the concrete and achieving the desired density.
Question 5
Vibration of a concrete sample is prohibited when the slump exceeds how many millimeters?
Correct Answer:
75 mm
Explanation:
The prohibition of vibration for concrete samples with a slump that exceeds 75 millimeters is based on the need to maintain the integrity and true representation of the concrete’s workability. When the slump is greater than this threshold, the concrete mix is considered to be more fluid or workable, which can lead to segregation if it is vibrated. Vibration is used to eliminate air pockets and ensure uniformity in less workable mixtures. However, in high-slump mixes, the additional vibration can cause the heavier aggregates to settle and lead to separation of the components, resulting in a misleading slump test result. Therefore, adhering to this guideline is essential for producing reliable and consistent concrete testing outcomes.
Question 1
Exam overview

About this Exam

The ACI Concrete Field Testing Technician - Grade I certification, administered by the American Concrete Institute (ACI), is a cornerstone credential for individuals entering the concrete construction and testing industry. This program is specifically designed for personnel who perform field tests on freshly mixed concrete. Earning this certification verifies a technician's understanding of key industry standards and their ability to properly sample, test, and report findings, ensuring the quality and integrity of concrete projects.

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Additional Information

What the Course Entails and Exam Details

The certification program covers seven critical ASTM international standards, which form the foundation of field concrete testing. The written and practical exams assess proficiency in these specific methods:

  • ASTM C1064: Standard Test Method for Temperature of Freshly Mixed Hydraulic-Cement Concrete.

  • ASTM C172: Standard Practice for Sampling Freshly Mixed Concrete.

  • ASTM C143: Standard Test Method for Slump of Hydraulic-Cement Concrete.

  • ASTM C138: Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete.

  • ASTM C231: Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method.

  • ASTM C173: Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method.

  • ASTM C31: Standard Practice for Making and Curing Concrete Test Specimens in the Field.


What to Expect in the Final Exam

The ACI Concrete Field Testing Technician - Grade I final exam is a two-part process: a written examination and a practical performance examination. Both are administered as "closed book" tests, requiring comprehensive knowledge and demonstrated skill.

The Written Examination

  • Format: The written exam consists of approximately 55 multiple-choice questions. These questions are evenly distributed, with between five and ten questions addressing each of the seven ASTM standards covered.

  • Time Limit: Candidates are generally given one hour to complete the written portion.

  • Passing Score Requirements: To pass, examinees must achieve two conditions: 1) a minimum score of 60% correct for each individual ASTM standard, and 2) a minimum overall score of 70% for the entire written exam.

The Practical Performance Examination

  • Format: In this part, the examinee must visually demonstrate six of the required ASTM test methods and practices while verbally describing the steps for Practice C172 (sampling).

  • Passing Requirements: A registered examiner evaluates the candidate based on a pass/fail checklist for each step of the procedures. A "pass" must be earned for every tested standard.

  • Common Tools Used: Expect to use a thermometer, a slump cone and tamping rod, a unit weight bucket, pressure and volumetric air meters, and equipment to make and cap cylindrical specimens.


How to Study and Exam Centers

Preparation is key to succeeding on both parts of the ACI exam. Effective study strategies include:

  • Use Official Study Materials: The essential guide is the ACI publication CP-1: Technician Workbook for ACI Certification of Concrete Field Testing Technician - Grade I. It includes detailed explanations, instructional materials, sample checklists, and practice questions for each ASTM standard.

  • Review ASTM Standards directly: Familiarize yourself with the original text of the ASTM procedures mentioned.

  • Hands-on Practice: The practical exam requires muscular memory and precise action. Take advantage of any opportunity to practice with the actual testing equipment (slump cone, air meters, scales, etc.) under the guidance of a certified professional.

  • Take Practice Tests: Simulate the written exam by taking time-limited practice tests that mimic the structure and content distribution.

Finding an Exam Center

Exams are not taken through broad national networks like Pearson VUE but are organized locally by an international network of over 130 Sponsoring Groups. These groups are typically:

  • Local ACI Chapters: Regional branches of the American Concrete Institute are the most common providers.

  • Authorized Schools and Associations: Some construction trade schools, community colleges, or other local associations might be approved to host the examination.

  • Company Training Programs: Large companies often have their own internal programs and registered proctors.

You must contact the appropriate Sponsoring Group in your region to register for a specific exam date and location.


Job Opportunities from the Course

A Grade I certification unlocks significant entry-level and intermediate career paths in construction quality control and material testing. Common job titles and paths include:

  • Concrete Field Technician: Performing on-site testing for projects.

  • Construction Materials Testing (CMT) Technician: Testing soil, asphalt, and other materials in addition to concrete.

  • Quality Control Inspector (Concrete): Working for concrete producers, general contractors, or engineering firms.

  • Testing Laboratory Technician: Focusing on testing specimens sent from the field.

  • Construction Inspector (Municipal or State): Working for government agencies to verify contract compliance.

  • Material Supplier Sales and Support: Providing technical expertise for product manufacturers.

This certification is often a mandatory requirement for hiring and is the first step toward advanced roles in construction engineering and quality management.


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