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91 EXPERIMENT 9 MOISTURE-DENSITY RELATION (COMPACTION) TEST Purpose: This laboratory test is performed to determine the relationship between the moisture content and the dry density of a soil for.

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Calculate the dry density using the following equation: Dry Density (pcf) = Wet Density (pcf) Moisture Content (pcf). 9.1. Report the moisture content of the soil to the nearest 0.1 percent and the moisture content of aggregate base materials to the nearest 0.1 pound per cubic foot.

As water is added to a soil ( at low moisture content) it becomes easier for the particles to move past one another during the application of the compacting forces. As the soil compacts the voids are reduced and this causes the dry unit weight ( or dry density) to increase.

The moisture content corresponding to the maximum dry density of soil is called as Optimum moisture content . If water is added beyond the optimum moisture content, the water will occupy the extra space since there is no air volume and dry density will reduce.

To achieve the desired density of the soil, the moisture content of that soil has to be controlled properly. If the water content is low, it leads to soil being stiff which will resist compaction. When the water content is increased, lubrication takes place between the soil particles and the soil becomes more workable.

To calculate the amount of liquid required per m3 to achieve OMC, multiply the answer in #5 (4grm) by 9000. Or, simply by a factor of 9. (4grm x 9 = 36ltr of liquid) This will give you the total amount liquid liters (36ltr) to achieve OMC.

Example Calculation Remember that the mass of the wet soil needs to be expressed per the unit volume of the mold used. The mass of the wet soil in kilograms is multiplied by 66.22 to determine the wet density in lb/ft3.

Background. The soil bulk density (BD), also known as dry bulk density, is the weight of dry soil (Msolids) divided by the total soil volume (Vsoil). The total soil volume is the combined volume of solids and pores which may contain air (Vair) or water (Vwater), or both (figure 1).

3 Calculate the dry weight of the material passing the No. 4 sieve by dividing its weight by 1 + (M/D gauge MC reading/100). Note 1: Method B may be used if the gauge's MC is within +/- 1% of the AASHTO T 265 MC when checked in CP 80. 5.2 Determine the maximum dry density of the soil-rock mixture.

3.7 Calculate percent relative compaction by dividing the dry density of the material from the test site by that material's moisture density relation curve's maximum dry density, and multiply by 100%.

The maximum dry density and optimum moisture content of construction materials for use in roadways is important in field compaction and tests for determining compaction.

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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
DMCA Policy
About Us
Blog
Affiliates
Contact Us
Privacy Notice
Delete My Account
Site Map
All Forms
Search all Forms
Industries
Forms in Spanish
Localized Forms
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 workflows
DocHub
Instapage
Social Media
Call us now toll free:
1-877-389-0141
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