Confirm the ASHTO classification and USCS classification
Soil A:
AASHTO
A-2-7
USCS
The soil is SM (silty sand)
Soil B:
AASHTO
A-1-a
USCS
soil is poorly graded
Soil C:
AASHTO
Coarse grained A-1-b
USCS
soil is SC-sm
Soil D:
AASHTO
Slity Clay - A-7-6
USCS
soil is CH
Soil E:
AASHTO
Slity Clay - A-4
USCS
soil is CL-ML
| Sieve | %Passing | ||||
| A | B | C | D | E | |
|
37.5 |
100 | ||||
|
26.5 |
100 | 94 | |||
|
19 |
89 | 100 | 82 | ||
|
9.5 |
76 | 78 | 69 | ||
|
4.75 |
59 | 62 | 59 | ||
|
2.36 |
50 | 48 | 52 | 100 | |
|
1.18 |
41 | 35 | 41 | 94 | |
|
0.425 |
33 | 27 | 38 | 79 | 100 |
|
0.15 |
25 | 10 | 34 | 68 | 80 |
|
0.075 |
20 | 2 | 20 | 55 | 55 |
|
Atterberg Limits |
|||||
|
LL WI |
48 | 24 | 20 | 58 | 26 |
|
PL Wp |
35 | 24 | 17 | 24 | 22 |
All the above AASHTO Classification are correct but there is slight different classification according to USCS Classification as follows:
Soil A - {AASHTO - A-2-7} and {USCS - GM} Silty Gravel
Soil B - {AASHTO - A-1-a} and {USCS - SP} Poorly Graded Sand
Soil C - {AASHTO - A-1-b} and {USCS - GM} Silty Gravel
Soil D - {AASHTO - A-7-6} and {USCS - CH} Highly compressible clay
Soil E - {AASHTO - A-4} and {USCS - ML} Low compressible silt.
You can find the explanation below for different USCS
Classifications...


Confirm the ASHTO classification and USCS classification Soil A: AASHTO A-2-7 USCS The soil is SM...
Part a : answer is A-1-B
Not sure part B
ented for the given soil sample, determine the soil classification using Using the oillassification System (USCS) and the AASHTO Soil classification system. Give the group index if needed. Percent Passing 98 85 Sieve No. 19mm k in.) 12.5mm (1/2in.) No. 4 (4.75 mm) No. 10 (2.00 mm) No. 20 (0.850 mm) No. 40 (0.425 mm) No. 100(0.150 mm) No. 200 (0.075 mm) 80 60 45 30 20 10 / レ...
Problem 3 - Soil Classification (15 pts) For the following soils, classify each using the USCS classification. Plasticity %passing #4 sieve %passing #200 sieve Group Symbol 100 95 Soil clay silt sand gravel Sample A 12 83 5 0 B 4 25 665 C 4 25 71 D5 59 360 E 18 49 303 95 29 Liquid Limit 66. 3 31.4 36 60. 9 49 19.9 6 7.6 23 100 29 1 100 97 64 67 |
Problem 0 Classify the following soil according to USCS soil classification system Sieve Analysis, % Finer No. 200 80 75 41 Consistency data PL 28 29 Soil No. 4 91 95 82 60 41 24
Soil Mechanics (300985) - Practice for final exam SESSION 2 SCC 2018 Question 1 a C The results of a dry-sieving test are given in Table 1. Plot the particle size distribution curve and give classification for the soil in accordance with USCS. (The standard graph paper and classification figure are paper). available at end of this exam Table 1. Sieve analysis sample Sieve analysis of a soil sample Mass Percent finer Sieve Mass by weight passing M(g) Sieve No....
Classify inorganic soil A in the figure using the USCS
classification system if the soil has a liquid limit of 44 and a
plastic limit of 21.
Using the chart below
] བན་བབསྔ Percent finer by weight 0t 001 10 0.1 ་་། Particle size (mm) 001 AT101 USS CS SYSTEM Groepe Le dery Na 20 CIS plus No. 200 1 5-25 plas No 20 and 2 $ gavel P> 7 and por and vel pravel Sandy loan clay Sanly leance...
The following table shows the lab results of a grain size analysis and Atterberg limits for an inorganic soil sample (initial total mass=1029) Assume you measured a liquid limit of 40% and plastic limit of 30% for the sample. Sieve Size/No. Equivalent Sieve Size (mm) Mass Retaining(s) Mass Passing (9) Percent Passing 3" 75 11 50 0 3 19 4.75 20 2 20 15 10 No. 60 5 4 4 4 0.003 2 2 2" 3/4" No. 4 No. 10...
If a soil sample contains 80% sand and gravel and 20 % sit and clay. Its liquid limit equal 36 then, it could be classified as (d) None of the above (c) Fine soil (b) Sandy soil (a) Gravelly soil A sieve analysis was conducted on a soil specimen the out put results was as follows material retained on #4 = 25 % and on # 200 = 80 %. The soil could be classified as (c) Coarse grained soil...
1. A soil sample is taken from a small test hole in a soil borrow pit. The volume of the test hole is 5 ft. The wet mass of the soil is 18 kg and the dry mass is 21 kg. The specific gravity of the soil solids is 2.65. ( m 35. 3147ft)(1 kge 2.205 lb) ( 1 lb= 0.2248 N) Determine: a. Wet and dry density (Mg/m) b. Wet and dry unit weight (pcf) C. Water content (%)...
2. Grain size distribution for three different soils is given on Figure 1. For SOIL 3, answer the following questions: (5 points) a. What is the perentage of gravel, sand, and fines? b. Classify the soil according to the ASTM/USCS (i.e, give both the Group Symbol and Group Name) (1) U.S. Standard sieve size in 3 in 100 No. 4 No. 10 No. 40 No. 200 90 80 70 60 50 40 30 20 10 0 100 10 1.0 0.1...
stem. Give group symbol and group name. 5.7 Classify the following soils using the Unified soil classification system. Give the group symbols and the group names Percent passing Sieve size E A C No, 4 94 98 100 100 100 No. 10 63 86 100 100 100 No. 20 21 50 98 100 100 No. 40 10 28 93 99 94 No. 60 7 95 18 88 82 No. 100 14 90 66 8.5 ON 2 29 d or o...