Which statement about the standard penetration test (SPT) is NOT true?

Prepare for the NGWA Augering and Monitoring Well Exam. Study with flashcards and multiple choice questions, each question has hints and explanations. Get ready for your exam!

Multiple Choice

Which statement about the standard penetration test (SPT) is NOT true?

Explanation:
The test uses a split-spoon sampler driven into soil with a fixed energy, and the number of blows needed to advance the sampler a standard depth is recorded. This N-value is then related to soil properties and used in geotechnical investigations. The statement claiming 9 inches of penetration with a 100 lb hammer isn't accurate. In standard practice, the sampler is driven by a 140 lb hammer dropped from 30 inches, after seating the sampler with an initial penetration (commonly 6 inches), and the blows counted are those needed to drive the sampler a further 12 inches. That 12-inch drive, not 9 inches, and the 140 lb hammer, not 100 lb, are the accepted norms. The other statements are correct: the test measures blows to reach a standard depth, its results are used to estimate soil properties, and it is a standard method in geotechnical investigations.

The test uses a split-spoon sampler driven into soil with a fixed energy, and the number of blows needed to advance the sampler a standard depth is recorded. This N-value is then related to soil properties and used in geotechnical investigations.

The statement claiming 9 inches of penetration with a 100 lb hammer isn't accurate. In standard practice, the sampler is driven by a 140 lb hammer dropped from 30 inches, after seating the sampler with an initial penetration (commonly 6 inches), and the blows counted are those needed to drive the sampler a further 12 inches. That 12-inch drive, not 9 inches, and the 140 lb hammer, not 100 lb, are the accepted norms. The other statements are correct: the test measures blows to reach a standard depth, its results are used to estimate soil properties, and it is a standard method in geotechnical investigations.

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