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  • Experiment 7 Visual Classification Of Soils - Uic

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74 EXPERIMENT 7 VISUAL CLASSIFICATION OF SOILS Purpose: Visually classify the soils. Standard Reference: ASTM D 2488 - Standard Practice for Description and Identification of Soils (Visual - Manual.

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How to fill out the EXPERIMENT 7 VISUAL CLASSIFICATION OF SOILS - Uic online

This guide provides a comprehensive walkthrough for users on how to successfully complete the EXPERIMENT 7 VISUAL CLASSIFICATION OF SOILS form online. By following the outlined steps, users will be able to accurately classify soil samples, ensuring a systematic approach to soil identification.

Follow the steps to complete the form effectively.

  1. Press the ‘Get Form’ button to access the EXPERIMENT 7 VISUAL CLASSIFICATION OF SOILS form and open it in the editor.
  2. Begin by filling out your personal information. Enter your name, the date, and any other required identification details at the top of the form.
  3. Record the soil number for each sample you are classifying. This will help organize the data later.
  4. Identify and note the visual characteristics of the soil sample. Record the color, odor, and texture in the respective fields.
  5. Determine the major soil constituent of the sample. Use Table 1 to identify whether it falls under coarse gravel, fine gravel, coarse sand, medium sand, fine sand, or fines.
  6. Estimate the percentages of all minor constituents. Use the terms trace, little, some, and and to describe their approximate weight percentages.
  7. For coarse-grained soils, describe their particle distribution as well graded or poorly graded, and identify the particle shape using Figure 1 and Table 2.
  8. For fine-grained soils, perform the required tests (dry strength, dilatancy, and plasticity) as outlined in the procedure, and record your observations.
  9. Identify the moisture condition of the soil sample using Table 5 and document it accordingly.
  10. Compile all your findings in the classification order: color, major constituent, minor constituents, particle distribution, particle shape, plasticity, moisture content, and soil symbol.
  11. Finally, review all entries for accuracy, then save, download, print, or share the completed form as necessary.

Complete the EXPERIMENT 7 VISUAL CLASSIFICATION OF SOILS form online today!

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A U-Line is also defined as the upper limit of the correlation between plasticity index and liquid limit of the soil.

ASTM D2488-00 - Standard Practice for Description and Identification of Soils (Visual-Manual Procedure)

The 'A' line in this chart is expressed as IP = 0.73 (WL - 20). Depending on the point in the chart, fine soils are divided into clays (C), silts (M), or organic soils (O). The organic content is expressed as a percentage of the mass of organic matter in a given mass of soil to the mass of the dry soil solids.

In this chart, organic silts and clays may plot below or above the A-line. The U-line denotes the upper limit of the relationship between IP and WL for any known soil. The silt and clay zones are divided into high (H) or low (L) plasticity zone when the WL value is greater or less than 50 %, respectively.

The equation of U-line is given as PI=0.9(LL-8). There is also a vertical line in the plasticity chart which corresponds to a liquid limit of 50% and separates the high plasticity fine grained soils (LL>50%) from low plasticity fine grained soils (LL<50).

The cyclic triaxial test is probably the most commonly used method to determine the dynamic properties of soils in the laboratory.

The equation of U-line is given as PI=0.9(LL-8). There is also a vertical line in the plasticity chart which corresponds to a liquid limit of 50% and separates the high plasticity fine grained soils (LL>50%) from low plasticity fine grained soils (LL<50).

Record visual classification of the soil in the following order: color, major constituent, minor constituents, particle distribution and particle shape (if major constituent is coarse-grained), plasticity (if major constituent is fine-grained), moisture content, soil symbol (if major constituent is fine-grained).

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© Copyright 1997-2025
airSlate Legal Forms, Inc.
3720 Flowood Dr, Flowood, Mississippi 39232
Form Packages
Adoption
Bankruptcy
Contractors
Divorce
Home Sales
Employment
Identity Theft
Incorporation
Landlord Tenant
Living Trust
Name Change
Personal Planning
Small Business
Wills & Estates
Packages A-Z
Form Categories
Affidavits
Bankruptcy
Bill of Sale
Corporate - LLC
Divorce
Employment
Identity Theft
Internet Technology
Landlord Tenant
Living Wills
Name Change
Power of Attorney
Real Estate
Small Estates
Wills
All Forms
Forms A-Z
Form Library
Customer Service
Terms of Service
Privacy Notice
Legal Hub
Content Takedown Policy
Bug Bounty Program
About Us
Blog
Affiliates
Contact Us
Delete My Account
Site Map
Industries
Forms in Spanish
Localized Forms
State-specific Forms
Forms Kit
Legal Guides
Real Estate Handbook
All Guides
Prepared for You
Notarize
Incorporation services
Our Customers
For Consumers
For Small Business
For Attorneys
Our Sites
US Legal Forms
USLegal
FormsPass
pdfFiller
signNow
airSlate WorkFlow
DocHub
Instapage
Social Media
Call us now toll free:
+1 833 426 79 33
As seen in:
  • USA Today logo picture
  • CBC News logo picture
  • LA Times logo picture
  • The Washington Post logo picture
  • AP logo picture
  • Forbes logo picture
© Copyright 1997-2025
airSlate Legal Forms, Inc.
3720 Flowood Dr, Flowood, Mississippi 39232