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NICET Construction Materials Testing – Soils Level II Practice Exam | 150 Original Questions and Verified Answers with Detailed Explanations | ASTM & AASHTO Standards | Latest Edition

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NICET Construction Materials Testing – Soils Level II Practice Exam | 150 Original Questions and Verified Answers with Detailed Explanations | ASTM & AASHTO Standards | Latest Edition nicet nicet soils level ii construction materials testing soils nicet cmt soils soils level 2 exam nicet level ii exam geotechnical testing soil compaction and moisture tests astm aashto soil tests field and laboratory soils testing construction inspection exam civil engineering certification nicet practice exam newest 2 versions complete questions and detailed solutions latest update this year instant pdf download purdue university civil engineering

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,1. What is the primary objective of soil compaction in construction?
A. Increase the amount of organic material
B. Increase soil density and improve engineering properties
C. Reduce the soil's bearing capacity
D. Increase water content permanently
Answer: B
Rationale: Proper compaction increases soil density, improves strength, reduces
settlement, and enhances load-bearing capacity.


2. The Standard Proctor Test is primarily used to determine:
A. Soil permeability
B. Maximum dry density and optimum moisture content
C. Grain shape
D. Organic content
Answer: B
Rationale: The Standard Proctor compaction test establishes the relationship between
moisture content and dry density.


3. Which ASTM standard is commonly associated with the Standard Proctor Test?
A. ASTM D698
B. ASTM D1557
C. ASTM D4318
D. ASTM D2487
Answer: A

,4. Which ASTM standard is used for the Modified Proctor Test?
A. ASTM D698
B. ASTM D1557
C. ASTM D2216
D. ASTM D2488
Answer: B


5. The moisture content of a soil sample is determined by:
A. Comparing particle sizes
B. Oven drying the sample to constant mass
C. Adding water
D. Measuring density only
Answer: B


6. Soil classified as GW under the Unified Soil Classification System (USCS) is:
A. Well-graded gravel
B. Poorly graded sand
C. Lean clay
D. Organic silt
Answer: A


7. Which field test is commonly used to determine in-place soil density?
A. Atterberg Limits
B. Nuclear Density Gauge
C. Liquid Limit Test

, D. Sieve Analysis
Answer: B


8. The primary purpose of Atterberg Limits testing is to determine:
A. Soil strength
B. Consistency characteristics of fine-grained soils
C. Organic content
D. Relative density
Answer: B


9. Plasticity Index (PI) is calculated as:
A. LL + PL
B. LL − PL
C. PL − LL
D. MC − LL
Answer: B


10. A high Plasticity Index generally indicates:
A. Low clay content
B. Increased plastic behavior and greater volume change potential
C. Excellent drainage
D. High gravel content
Answer: B


11. The purpose of sieve analysis is to determine:

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