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Examen

NICET Level I Certified Engineering Technician – Soils / Construction Materials Testing

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Certified Engineering Technician holding NICET Level I certification in Soils. Proficient in field density testing, nuclear gauge operation, and basic soil classification. Experienced in assisting Professional Engineers and Project Managers with quality control documentation for earthwork, backfill, and base course placement. Demonstrates a strong understanding of ASTM standards, safety protocols, and the fundamental principles of compaction testing. Define C117 - ANSWER-The determination of the amount of material finer than a 75-um (No.200) sieve What is the significance of C136? - ANSWER—  To determine the grading of materials,  compliance of particle size distribution,  provide data for control of production of various aggregate  developing relationships concerning porosity and packing What procedure should always be used unless otherwise specified in c117? - ANSWER-Procedure A The procedures in D698 are considered...? - ANSWER-industry standard Define Standard Effort....D698 - ANSWER-12,400 ft-Ibf/ft3 compactive effort applied by equipment in D698 Define Standard Optimum Water Content....D698 - ANSWER-The molding water content at which soil can be compacted to the maximum dry unit weight using standard compactive effort What is an appropriate wetting agent to use for sieving through a No.200 sieve? - ANSWER-Water or any dispersing agent that will promote separation of the fine materials How long do you sieve material? C136 - ANSWER-so that not more than 1% of material retained on any sieve will pass during 1 minute of hand sieving How accurate shall balances before fine aggregate? C136 - ANSWER-readable to the nearest .1 Gram or .1%

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NICET SOILS LEVEL 1/ NICET-CMT-SOILS-
LEVEL 1 -10043 1.1/ NICET STUDY QUESTIONS

Define C117 - ANSWER-The determination of the amount of material finer than a
75-um (No.200) sieve

What is the significance of C136? - ANSWER—
▪ To determine the grading of materials,
▪ compliance of particle size distribution,
▪ provide data for control of production of various aggregate
▪ developing relationships concerning porosity and packing

What procedure should always be used unless otherwise specified in c117? -
ANSWER-Procedure A

The procedures in D698 are considered...? - ANSWER-industry standard

Define Standard Effort....D698 - ANSWER-12,400 ft-Ibf/ft3 compactive effort
applied by equipment in D698

Define Standard Optimum Water Content....D698 - ANSWER-The molding water
content at which soil can be compacted to the maximum dry unit weight using
standard compactive effort


What is an appropriate wetting agent to use for sieving through a No.200 sieve? -
ANSWER-Water or any dispersing agent that will promote separation of the fine
materials


How long do you sieve material? C136 - ANSWER-so that not more than 1% of
material retained on any sieve will pass during 1 minute of hand sieving

How accurate shall balances before fine aggregate? C136 - ANSWER-readable to
the nearest .1 Gram or .1%

,How accurate shall balances be for coarse aggregate or mixtures? C136 -
ANSWER-readable to the nearest .5 gram or nearest .1%

What is the significance of C117? - ANSWER-Accurate determination of material
finer than 75-um in mineral aggregate by washing

What practice is used for sampling aggregate? - ANSWER-D75

The investigation of potential sample material should be performed by...? D75 -
ANSWER-A responsible, trained and experienced person

What should a stockpile be visually inspected of? D75 - ANSWER-Discernable
Variations

Where shall a sample be obtained where practicable? D75 - ANSWER-From the
finished product

After a sample is obtained what shall not be done unless required for testing
purposes? D75 - ANSWER-Further crushing or manual reduction

What shall be done if there are any discernable Variations in a stockpile? D75 -
ANSWER-Corrective action shall be taken to establish homogeneity in the
material

If it is necessary to indicate the degree of variation in a stockpile, what shall be
done? D75 - ANSWER-Separate samples shall be drawn from separate areas of
the pile
What should the temperature of the oven be when drying samples? (C117) -
ANSWER-110 °C (+-5)

If used, how much wetting agent should be used in procedure B? C117 -
ANSWER-Enough to produce a small amount of suds when the sample was
agitated

Report the amount retained by wash by...?(C117) - ANSWER-<10%-report to the
.1%

, >10%-report to the nearest whole number


What increases when sampling from the beginning or the final few tons of a
conveyor belt? D75 - ANSWER-The potential of obtaining segregated material

When should method A be used in a standard proctor? D698 - ANSWER-When
25% or less material is retained on a No. 4 sieve

When should method B be used for standard proctor? D698 - ANSWER-When
25% or less material is retained on a 3/8" sieve

When should method C be used for standard proctor? D698 - ANSWER-When
30% or less material is retained on a 3/4" sieve

When should a correction factor be established on a standard proctor? D698 -
ANSWER-When the test specimen contains more than 5% of oversize fractions

for purposes of comparing measured or calculated values, what shall the value be
rounded to? D698 - ANSWER-The nearest decimal or significant digit


Define oversized fractions...D698 - ANSWER-The portion of a sample that does
not pass through the required sieve in D698

Laboratory compaction tests provide...D698 - ANSWER-determination of the
percent compaction and molding water needed to achieve engineering
requirements

Soil placed as engineering fill is compacted to obtain what? D698 - ANSWER-
Sheer strength, compressibility or permeability

Success in executing the compaction controls of earth works is highly dependent
on what? D698 - ANSWER-The quality and experience of the contractor and
inspector

What are the specs for a 4" mold for standard proctor? D698 – ANSWER

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Subido en
11 de febrero de 2026
Número de páginas
19
Escrito en
2025/2026
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