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NICET Construction Materials Testing (CMT) Soils Level II Certification Exam Bank: Newest Comprehensive Practice Questions, Step-by-Step Math Calculations, ASTM/AASHTO References, and Detailed Answer Explanations (2026 Edition)

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NICET Construction Materials Testing (CMT) Soils Level II Certification Exam Bank: Newest Comprehensive Practice Questions, Step-by-Step Math Calculations, ASTM/AASHTO References, and Detailed Answer Explanations (2026 Edition) Overview Pass your NICET Level II Construction Materials Testing (CMT) Soils certification exam on your first attempt with this complete Question All-In-One Practice Exam Bank. Engineered specifically to align with the latest NICET Work Element and Content Outlines, this study guide provides rigorous preparation across all core technical domains, laboratory testing protocols, field inspection practices, and safety regulations. Key Features:  High-Yield Multiple-Choice Questions: Structured into 8 sequential parts (25 questions each) covering realistic exam scenarios.  Full Answer Explanations: Every question includes a detailed breakdown explaining why the correct answer is right and why distractors are incorrect.  Worked-Out Engineering Calculations: Complete step-by-step math derivations for phase relationships, dry density, relative compaction, sieve analysis ($C_u$ and $C_c$), Atterberg limits ($PI$, $LI$), and strain calculations.  Standard-Aligned: Grounded in active ASTM, AASHTO, and OSHA standards (e.g., ASTM D698, D1557, D6938, D2487, D4318, and OSHA 1926 Subpart P). Coverage This question bank delivers complete coverage across the following key domains: 1. Field Testing & Inspection (30% of Exam Bank)  Nuclear Density & Moisture Gauges (ASTM D6938): Direct transmission vs. backscatter modes, standard counts, trench corrections, depth limits, and radiological safety/US DOT transport rules.  Sand-Cone & Drive-Cylinder Testing (ASTM D1556 / D2937): Calibration of Ottawa sand, cone correction factors, and field density determinations.  Compaction Control & Subgrade Inspection: Proof-rolling procedures, lift thickness limits, moisture-density evaluation, and recognizing non-conforming fills. 2. Laboratory Testing & Material Characterization (35% of Exam Bank)  Moisture-Density Relationships (Proctor Tests): Standard Proctor (ASTM D698) vs. Modified Proctor (ASTM D1557), rammer drop heights/weights, blow counts, and oversized particle corrections (ASTM D4718).  Soil Classification & Index Properties (ASTM D2487 / AASHTO M145): Unified Soil Classification System (USCS) charts, A-line rules, dual symbols, and AASHTO group index calculations.  Atterberg Limits (ASTM D4318): Liquid Limit (Casagrande cup vs. fall cone), Plastic Limit, Plasticity Index ($PI$), and Liquidity Index ($LI$).  Particle Size Analysis (ASTM C136 / D6913 / D1140): Sieve analysis, wash loss over No. 200 sieve, hydrometer testing, and gradational parameters ($D_{10}, D_{30}, D_{60}, C_u, C_c$). 3. Soil Mechanics & Geotechnical Fundamentals (20% of Exam Bank)  Phase Relationships: Void ratio ($e$), porosity ($n$), degree of saturation ($S$), water content ($w$), wet density ($gamma_{text{wet}}$), and dry density ($gamma_d$).  Permeability & Consolidation: Constant-head vs. falling-head permeameters, preconsolidation pressure ($sigma'_p$), and rate of consolidation ($c_v$).  Shear Strength & Bearing Capacity: Unconfined compression ($q_u$), direct shear, triaxial testing (UU, CU, CD), and California Bearing Ratio (CBR) mechanics. 4. Safety, Standards & Site Operations (15% of Exam Bank)  Excavation & Trenching Safety (OSHA Subpart P): Soil classification (Type A, B, C), maximum allowable slope ratios, benching, and protective systems.  Sampling Protocols (ASTM D75 / D1587 / D1586): Disturbed vs. undisturbed sampling, Shelby tubes, Standard Penetration Test (SPT) N-value execution, and sample preservation.

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NICET Construction Materials Testing – Soils Level II Exam | 200
Questions with Verified Answers & Rationales | CMT Soils
Certification Prep 2026-2027




SHORT COVERAGE BY SECTION

SECTION TOPIC QUESTIONS
1 Sampling Procedures & Field Investigation 1–25
2 Soil Classification (USCS & AASHTO) 26–55
3 Moisture-Density Relationships & Proctor Tests 56–85
4 Field Density Testing (Sand Cone & Nuclear 86–110
Gauge)
5 Laboratory Testing Methods (Atterberg Limits, 111–140
Sieve Analysis)
6 Compaction Control & Verification 141–160
7 Quality Assurance, Reporting & Documentation 161–175
8 Safety, Equipment & Standards Compliance 176–200

Total Questions: 200 | Exam Format: Computer-based (CBT) | Time Allotted:
Approximately 165 questions in 6.5 hours (with break) | Passing Score:
70% | Governing Body: NICET (National Institute for Certification in Engineering
Technologies) | References: ASTM D698, D1557, D1556, D6938, D2487, AASHTO T99,
T180, T191, T310

,Section 1: Sampling Procedures & Field Investigation (Questions 1–25)




1. A field technician collects a bulk soil sample from a stockpile but only scoops from
the surface. What is the main issue with this sampling method?

a) Surface sampling produces better moisture consistency
b) The sample may not be representative of the full stockpile material
c) Surface material is always finer than deeper material
d) This method prevents contamination from equipment

b) The sample may not be representative of the full stockpile material

The primary concern with surface-only sampling is that it fails to capture the variability and
composition of the entire stockpile. Stockpiles can have segregated materials, with coarser
particles rolling to the bottom and fines remaining on top, making surface sampling non-
representative.




2. What is the recommended minimum depth for sampling a soil stockpile to obtain a
representative sample?

a) 2 inches
b) 6 inches

,c) 12 inches
d) 18 inches

c) 12 inches

A minimum depth of 12 inches is recommended to obtain a representative sample from a
stockpile, as the surface layer may be weathered, dried, or segregated from the material
below.




3. A split-spoon sampler is driven into soil to obtain a sample. What type of sample
does this produce?

a) Undisturbed sample
b) Disturbed but representative sample
c) Bulk sample
d) Surface grab sample

b) Disturbed but representative sample

A split-spoon (SPT) sampler obtains a disturbed but representative sample suitable for
classification and identification tests. It is not suitable for strength or consolidation testing
because the sample structure is altered during driving.




4. A Shelby tube is used to collect soil samples from a clay deposit. What is the
primary advantage of using a Shelby tube for sampling?

, a) Lowest cost
b) Preserves natural structure for strength tests
c) Fastest sampling method
d) Works best in gravel deposits

b) Preserves natural structure for strength tests

Shelby tubes are thin-walled tubes designed to collect undisturbed samples that preserve
the natural structure and fabric of the soil, making them suitable for strength and
consolidation testing on cohesive soils.




5. According to standard practice, disturbed soil samples obtained from test pits or
excavations for classification testing are typically taken from:

a) Only the top 6 inches of the exposed surface
b) The center of the undisturbed mass
c) The sidewall of the excavation at the desired depth
d) Representative portions of the material encountered

d) Representative portions of the material encountered

When obtaining disturbed samples from a test pit, the goal is to collect a portion that is
representative of the entire stratum or material being investigated, not just the surface or a
single location.

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