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Soil Classification Systems Quiz

Total questions: 99

Worksheet time: 50mins

Name
Class
Date
1.

What are soil classification systems based on?

a)

Particle-size distribution and consistency limits

b)

Color and texture of soil

c)

Chemical composition of soil

d)

Soil temperature and moisture content

2.

What are the two major categories of soil classification systems?

a)

Textural classification and engineering behavior classification

b)

Chemical classification and biological classification

c)

Physical classification and chemical classification

d)

Organic classification and inorganic classification

3.

Which classification system is based on the particle-size distribution of sand, silt, and clay-size fractions?

a)

Textural classification

b)

Unified classification system

c)

AASHTO classification system

d)

Chemical classification

4.

What does the engineering behavior classification of soil take into consideration?

a)

Particle-size distribution and plasticity

b)

Soil color and texture

c)

Soil temperature and moisture content

d)

Organic and inorganic content

5.

What is the aim of a soil classification system?

a)

To establish conditions for useful comparisons between different soils

b)

To determine the color of the soil

c)

To measure the temperature of the soil

d)

To identify the chemical composition of the soil

6.

What is the purpose of wet sieving in soil classification?

a)

To separate fine grains from coarse grains

b)

To measure soil temperature

c)

To determine soil color

d)

To analyze chemical composition

7.

What is dry sieve analysis used for?

a)

To analyze particles coarser than 75 microns

b)

To measure soil temperature

c)

To determine soil moisture content

d)

To separate organic and inorganic particles

8.

What does the term "GW" represent in soil classification systems?

a)

Poorly graded gravel

b)

Well graded gravel

c)

High plasticity clay

d)

Low plasticity silt

9.

What is the sieve opening size for sieve number 40 in the U.S. Standard sieve sizes?

a)

0.425 mm

b)

0.850 mm

c)

0.320 mm

d)

0.250 mm

10.

If less than 5% of soil passes through a 75µ sieve, how is the soil classified?

a)

Poorly graded gravel (GP)

b)

Well graded gravel (GW)

c)

Borderline gravel (GW-GM)

d)

High plasticity clay (CH)

11.

What does the symbol "M" represent in soil classification systems?

a)

Sand

b)

Silt

c)

Clay

d)

Gravel

12.

What is the plasticity index (PI) used for in soil classification systems?

a)

To determine the liquid limit of soil

b)

To classify soil based on its plasticity characteristics

c)

To measure the organic content of soil

d)

To identify the sieve size of soil particles

13.

What principle is hydrometer (sedimentation) analysis based on?

a)

Filtration of soil particles

b)

Sedimentation of soil grains in water

c)

Evaporation of water from soil

d)

Absorption of water by soil particles

14.

According to the text, what assumption is made about soil particles in hydrometer analysis?

a)

All soil particles are cubes

b)

All soil particles are spheres

c)

All soil particles are irregular shapes

d)

All soil particles are cylindrical

15.

What does soil texture refer to in the context of textural classification?

a)

Soil color

b)

Soil weight

c)

Surface appearance of soil

d)

Soil temperature

16.

Which categories are used in textural classification of soil based on particle size?

a)

Sand, gravel, clay, and silt

b)

Sand, gravel, clay, and rocks

c)

Sand, gravel, clay, and pebbles

d)

Sand, gravel, clay, and mud

17.

What is the No. 10 sieve used for in textural classification?

a)

To measure soil color

b)

To determine the fraction of soil passing through 2 mm diameter

c)

To measure soil temperature

d)

To classify soil based on weight

18.

What is the textural classification of soil A with a particle-size distribution of 30% sand, 40% silt, and 30% clay?

a)

Sandy clay loam

b)

Clay loam

c)

Silty clay loam

d)

Loamy sand

19.

If soil B has a particle-size distribution of 20% gravel, 10% sand, 30% silt, and 40% clay, what is the modified percentage of sand size?

a)

10%

b)

12.5%

c)

15%

d)

20%

20.

Based on the modified percentages of soil B, what is its textural classification?

a)

Sandy clay loam

b)

Silty clay loam

c)

Gravelly clay

d)

Loamy sand

21.

What is the percentage of clay size in soil B after modification?

a)

40%

b)

45%

c)

50%

d)

55%

22.

What is the purpose of the triangular classification diagram shown in Figure 4.1?

a)

To determine the color of soil

b)

To classify soil based on particle-size distribution

c)

To measure soil temperature

d)

To calculate soil density

23.

What is the formula to calculate the modified percentage of sand in a soil sample?

a)

Modified % Sand = (% Sand / % Gravel) x 100%

b)

Modified % Sand = (% Sand / (100 - % Gravel)) x 100%

c)

Modified % Sand = (% Sand x % Gravel) / 100%

d)

Modified % Sand = (% Sand + % Gravel) x 100%

24.

Which soil type is classified as "Gravelly clay loam" according to the USDA textural classification system?

a)

Soil A

b)

Soil B

c)

Soil C

d)

Soil D

25.

Why is the word "gravelly" added to the classification of soils A, B, and D?

a)

Because of the high percentage of sand present in each soil

b)

Because of the high percentage of silt present in each soil

c)

Because of the large percentage of gravel present in each soil

d)

Because of the high percentage of clay present in each soil

26.

What is the modified percentage of clay in soil sample C?

a)

55%

b)

45.5%

c)

30%

d)

25.6%

27.

Which soil type has the highest modified percentage of silt?

a)

Soil A

b)

Soil B

c)

Soil C

d)

Soil D

28.

Which classification system is mostly used by state and county highway departments?

a)

Unified Soil Classification System (USCS)

b)

American Association of State Highway and Transportation Officials (AASHTO) classification system

c)

International Soil Classification System (ISCS)

d)

Soil Texture Classification System (STCS)

29.

What does the Unified Soil Classification System (USCS) primarily consider for soil classification?

a)

Soil color and texture

b)

Particle-size distribution and Atterberg limits

c)

Soil density and moisture content

d)

Organic matter content

30.

What is the grain size of soil classified as "No. 4" in the Unified Soil Classification System (USCS)?

a)

0.075 mm

b)

4.75 mm

c)

19 mm

d)

0.425 mm

31.

In the plasticity chart, what does "LL > 50" indicate?

a)

Low plasticity

b)

High plasticity

c)

Medium plasticity

d)

No plasticity

32.

What symbol is used for silt below the A-line in the plasticity chart?

a)

C

b)

S

c)

M

d)

L

33.

What symbol is used for clay above the A-line in the plasticity chart?

a)

C

b)

S

c)

M

d)

L

34.

What is the basis for categorizing soils into Granular Materials and Silt-Clay Materials in the AASHTO classification system?

a)

The percentage passing No. 10 sieve

b)

The percentage passing No. 40 sieve

c)

The percentage passing No. 200 sieve

d)

The percentage passing No. 100 sieve

35.

Which groups in the AASHTO classification system are classified as Granular Materials?

a)

A-4, A-5, A-6, A-7

b)

A-1, A-2, A-3

c)

A-7-5, A-7-6

d)

A-2, A-4, A-6

36.

What is the plasticity index for soils classified under group A-1 in the AASHTO classification system?

a)

6 max

b)

10 max

c)

11 min

d)

41 min

37.

What is the general rating as subgrade for soils classified under group A-1 in the AASHTO classification system?

a)

Fair to Poor

b)

Excellent to Good

c)

Poor to Fair

d)

Good to Excellent

38.

What is the liquid limit for soils classified under group A-2 in the AASHTO classification system?

a)

40 max

b)

41 min

c)

10 max

d)

N.P.

39.

Which groups in the AASHTO classification system are classified as Silt-Clay Materials?

a)

A-1, A-2, A-3

b)

A-4, A-5, A-6, A-7

c)

A-7-5, A-7-6

d)

A-2, A-4, A-6

40.

What is the grain size classification for gravel according to the given system?

a)

Fraction passing the No. 10 (2-mm) U.S. sieve and retained on the No. 200 (0.075-mm) U.S. sieve

b)

Fraction passing the 75-mm sieve and retained on the No. 10 (2-mm) U.S. sieve

c)

Fraction passing the No. 200 U.S. sieve

d)

Fraction passing the No. 10 (2-mm) U.S. sieve

41.

What is the plasticity index threshold for soil to be classified as silty?

a)

5 or less

b)

15 or less

c)

10 or less

d)

20 or less

42.

What is the plasticity index threshold for soil to be classified as clayey?

a)

11 or more

b)

10 or more

c)

15 or more

d)

20 or more

43.

What size is considered for cobbles and boulders in the classification system?

a)

Larger than 50 mm

b)

Larger than 75 mm

c)

Larger than 100 mm

d)

Larger than 25 mm

44.

What does the Group Index (GI) evaluate in soils?

a)

The color of the soil.

b)

The quality of soil as a highway subgrade material.

c)

The mineral composition of the soil.

d)

The moisture content of the soil.

45.

What happens when the Group Index (GI) is calculated as a negative value?

a)

GI is reported as a negative number.

b)

GI is reported as zero.

c)

GI is rounded to the nearest integer.

d)

GI is ignored in calculations.

46.

How is the Group Index (GI) reported when it is calculated as a decimal value?

a)

It is reported as a fraction.

b)

It is rounded to the nearest integer.

c)

It is reported as a negative value.

d)

It is ignored in calculations.

47.

What is the Group Index (GI) for soils belonging to groups A-1-a, A-1-b, A-2-4, A-2-5, and A-3?

a)

GI is always 0.

b)

GI is calculated using Equation (4.1).

c)

GI is calculated using Equation (4.2).

d)

GI is always 10.

48.

For A-2-6 and A-2-7 subgroups, which part of Equation (4.1) is used to calculate the Group Index (GI)?

a)

Both terms of Equation (4.1).

b)

Only the first term of Equation (4.1).

c)

Only the second term of Equation (4.1).

d)

Neither term of Equation (4.1).

49.

What is the formula for calculating the Group Index (GI) for A-2-6 and A-2-7 subgroups?

a)

GI = 0.01(F200 – 15)(PI – 10).

b)

GI = (F200 – 35)[0.2 + 0.005(LL – 40)] + 0.01(F200 – 15)(PI – 10).

c)

GI = 0.005(LL – 40)(PI – 10).

d)

GI = (F200 – 15)(LL – 40).

50.

What does a group index of 0 indicate about the subgrade material under average conditions of good drainage and thorough compaction processes?

a)

Very poor subgrade material

b)

Good subgrade material

c)

Average subgrade material

d)

Excellent subgrade material

51.

What is the group index of a subgrade material that is considered "very poor"?

a)

0

b)

10

c)

20 or greater

d)

5

52.

What type of pavement system includes a sub-base course and is made of asphalt cement?

a)

Rigid pavement system

b)

Flexible pavement system

c)

Concrete pavement system

d)

Subgrade pavement system

53.

According to the AASHTO system, what is the classification of a soil with 20% passing the No. 200 sieve, a liquid limit of 25, and a plastic limit of 20?

a)

A-1-b(0)

b)

A-7-6

c)

A-2-4

d)

A-3

54.

What is the classification of a silty-clay material with 95% passing the No. 200 sieve, a liquid limit of 60, and a plasticity index of 40 according to the AASHTO system?

a)

A-1-b(0)

b)

A-7-6

c)

A-2-4

d)

A-3

55.

Which of the following are possible group names for gravelly soils?

a)

GW, GP, GM, GC

b)

SW, SP, SM, SC

c)

MH, ML

d)

CH, CL

56.

Who developed the Unified Soil Classification System (USCS) and for what purpose?

a)

Arthur Casagrande for agricultural purposes

b)

Arthur Casagrande for wartime airfield construction

c)

Arthur Casagrande for urban planning

d)

Arthur Casagrande for mining operations

57.

Which of the following are major symbols used in the Unified Soil Classification System (USCS)?

a)

G, S, M, C, O, Pt

b)

GW, GP, GM, GC

c)

SW, SP, SM, SC

d)

CH, CL, OH, OL

58.

What does the modifier "H" represent in the Unified Soil Classification System (USCS)?

a)

High plasticity (for silt, clay, and organic soils)

b)

Poorly graded (for gravel and sand)

c)

Well graded (for gravel and sand)

d)

Low plasticity (for silt, clay, and organic soils)

59.

Which of the following are possible group names for sandy soils?

a)

GW, GP, GM, GC

b)

SW, SP, SM, SC

c)

MH, ML

d)

CH, CL

60.

What are the possible group names for organic soils in the Unified Soil Classification System (USCS)?

a)

OH and OL

b)

CH and CL

c)

GW and GP

d)

MH and ML

61.

What does the symbol "S" represent in the Unified Soil Classification System (USCS)?

a)

Silt

b)

Sand

c)

Clay

d)

Organic

62.

Which of the following is an example of a classified group name in the Unified Soil Classification System (USCS)?

a)

GP for poorly graded gravel

b)

SW for poorly graded sand

c)

CH for low-plasticity clay

d)

SM for high-plasticity sand

63.

What does the modifier "L" represent in the Unified Soil Classification System (USCS)?

a)

High plasticity (for silt, clay, and organic soils)

b)

Poorly graded (for gravel and sand)

c)

Well graded (for gravel and sand)

d)

Low plasticity (for silt, clay, and organic soils)

64.

Which of the following are possible group names for silty soils?

a)

GW, GP, GM, GC

b)

SW, SP, SM, SC

c)

MH, ML

d)

CH, CL

65.

What does the symbol "C" represent in the Unified Soil Classification System (USCS)?

a)

Clay

b)

Sand

c)

Silt

d)

Organic

66.

What are the possible group names for clayey soils in the Unified Soil Classification System (USCS)?

a)

OH and OL

b)

CH and CL

c)

GW and GP

d)

MH and ML

67.

What does the symbol "O" represent in the Unified Soil Classification System (USCS)?

a)

Organic

b)

Sand

c)

Silt

d)

Clay

68.

What does the symbol "Pt" represent in the Unified Soil Classification System (USCS)?

a)

Peat

b)

Plasticity

c)

Poorly graded

d)

Gravel

69.

What does "Pt" stand for in the Unified Soil Classification System (USCS)?

a)

Peat soils

b)

Gravel soils

c)

Sand soils

d)

Clay soils

70.

What does the dual naming "GW-GM" represent in the USCS?

a)

Well-graded sand with silt

b)

Silty clayey gravel

c)

Well-graded gravel with silt

d)

Poorly graded gravel

71.

Which group symbol is used for clean sands with less than 5% fines in the USCS?

a)

SW

b)

SP

c)

SM

d)

GC

72.

What is the group symbol for silty clayey gravel in the USCS?

a)

GW-GM

b)

GC-GM

c)

SW-SM

d)

GP-GC

73.

What does the dual naming "SW-SM" represent in the USCS?

a)

Well-graded sand with silt

b)

Silty clayey gravel

c)

Well-graded gravel with silt

d)

Poorly graded sand

74.

Which type of soil is primarily organic matter, dark in color, and has unique odor according to the USCS?

a)

Silty clayey gravel

b)

Peat soils

c)

Well-graded sand with silt

d)

Clean sands

75.

What is the group symbol for inorganic silts and clays with a liquid limit less than 50 in the USCS?

a)

CL

b)

ML

c)

CH

d)

OL

76.

What is the group symbol for inorganic silts and clays with a liquid limit greater than 50 in the USCS?

a)

CL

b)

ML

c)

CH

d)

OL

77.

What is the group symbol for clean gravels with less than 5% fines in the USCS?

a)

GW

b)

GP

c)

GC

d)

GM

78.

What does the group symbol "OL" represent in the USCS?

a)

Organic silts and clays with liquid limit less than 50

b)

Organic silts and clays with liquid limit greater than 50

c)

Inorganic silts and clays with liquid limit less than 50

d)

Inorganic silts and clays with liquid limit greater than 50

79.

What does the USCS system use to classify soils?

a)

LL, PL, PI, and soil gradation information

b)

Grain size distribution curve only

c)

Soil color and texture

d)

Soil density and porosity

80.

What is the grain size range for sand according to the USCS system?

a)

d ≥ 4.75 mm

b)

4.75 mm > d > 0.075 mm

c)

d ≤ 0.075 mm

d)

d ≥ 10 mm

81.

What does F200 represent in the USCS system?

a)

Percentage retained on No. 200 sieve

b)

Percentage finer than No. 200 sieve

c)

Percentage retained on No. 4 sieve

d)

Percentage finer than No. 4 sieve

82.

How is the coefficient of uniformity (Cu) calculated?

a)

Cu = (D30/D10)

b)

Cu = (D60/D10)

c)

Cu = (D10/D60)

d)

Cu = (D60/D30)

83.

What is the formula for the coefficient of gradation (Cg)?

a)

Cg = (D30/D60)

b)

Cg = (D60 × D10)/D30

c)

Cg = (D30²)/(D60 × D10)

d)

Cg = (D10 × D60)/D30

84.

Which soil types are categorized as fine in the USCS system?

a)

Sand and gravel

b)

Clay and silt

c)

Sand and silt

d)

Gravel and clay

85.

What does the No. 200 sieve (0.075 mm) primarily separate in soil classification?

a)

Sand and gravel

b)

Fine particles (clay & silt) and sand

c)

Gravel and fine particles

d)

Sand and coarse particles

86.

What is the significance of the No. 40 sieve (0.425 mm) in soil classification?

a)

Separates sand and gravel

b)

Separates fine particles and sand

c)

Separates coarse particles and gravel

d)

Separates fine particles and gravel

87.

In the Unified Soil Classification System (USCS), what does the abbreviation "GW" stand for?

a)

Well-graded gravel

b)

Poorly graded gravel

c)

Well-graded sand

d)

Poorly graded sand

88.

According to the USCS flow chart, what is the percentage of sand required to classify soil as GW or GP with sand?

a)

% sand ≥ 10%

b)

% sand ≥ 15%

c)

% sand ≥ 20%

d)

% sand ≥ 25%

89.

What does the abbreviation "CL" represent in the USCS flow chart?

a)

Low plasticity clay

b)

High plasticity clay

c)

Low plasticity silt

d)

High plasticity silt

90.

In the USCS flow chart, what is the criterion for identifying "Pt" (peat)?

a)

Based on grain size distribution

b)

Identified by color, odor, spongy feel, and fibrous texture

c)

Based on plasticity chart

d)

Based on percentage of sand and gravel

91.

What is the classification of soil if F200 < 50% and gravel and sand content is more than 50%?

a)

G or S

b)

M or C

c)

O or Pt

d)

GW or GP

92.

If F200 > 12%, what are the possible classifications for the soil?

a)

GW, GP, SW, SP

b)

GM, GC, SM, SC

c)

GW-GM, GW-GC, GP-GM

d)

SW-SC, SP-SM, SP-SC

93.

What is the condition for naming gravel as W in the final step for gravel and sand classification?

a)

Cu ≥ 6 and 1 ≤ Cg ≤ 3

b)

Cu ≥ 4 and 1 ≤ Cg ≤ 3

c)

Cu ≥ 5 and 1 ≤ Cg ≤ 4

d)

Cu ≥ 3 and 1 ≤ Cg ≤ 2

94.

What is the classification of soil if F200 ≥ 50%?

a)

GW or GP

b)

SW or SP

c)

M or C (or possibly O or Pt)

d)

GM or GC

95.

What chart is used to classify soil as M or C?

a)

Grain size distribution chart

b)

Plasticity chart

c)

Soil density chart

d)

Permeability chart

96.

What values are used in the plasticity chart to classify soil type?

a)

Cu and Cg values

b)

LL and PL values

c)

F200 and R200 values

d)

GW and GP values

97.

What are the possible classifications for soil based on the plasticity chart?

a)

GW, GP, SW, SP

b)

GM, GC, SM, SC

c)

CH, CL, MH, ML, or CL-ML

d)

SW-SC, SP-SM, SP-SC

98.

What is the boundary liquid limit (LL) that separates high-plastic soils from low-plastic soils on the plasticity chart?

a)

LL = 30

b)

LL = 40

c)

LL = 50

d)

LL = 60

99.

Which subgroup names are used for gravel soils with fine contents between 5% and 12% according to the plasticity chart?

a)

GW-GM, GW-GC, GP-GM, GP-GC

b)

SW-SM, SW-SC, SP-SM, SP-SC

c)

CL-ML, ML-OL, CH-OH

d)

MH-OH, CL-OL, SP-SC