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Pan No. r Wet soil mass tare g s Dry soil mass tare t Tare u Dry soil mass s - t v Water mass r - s w Moisture v / u 100 Dry Density lbs/ft3 kg/m3 graph it Maximum Dry Density Optimum Moisture Form FHWA 1625 Rev 02-07 draft Moisture of Dry Mass.

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The dry density increases as the added moisture lubricate the soil particles and enable greater compaction from the same applied energy. Once the optimum moisture content is exceeded, the water starts to displace the soil in a given volume, and the dry density decreases.

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.

Proctor tests are soil moisture-density relationship tests that establish maximum dry density (the unit weight of the soil minus the weight of water) and the optimum water content for soil samples.

Optimum Moisture Content (OMC) is the water content at which the soil attains maximum dry density. Maximum Dry Density (MDD) is the dry density of soil corresponding to Optimum Moisture Content.

The results revealed that axial dimensions, diameters, seed mass, seed volume, true density, porosity and surface area in both varieties increased with increase in moisture while bulk density decreased with increase in moisture.

The permeability for saturated moisture-equilibrated samples ranges from 0.1 nD in samples, where moisture occupies approximately 97% of the pore volume, and 14 nD in samples, where moisture occupies about 10% of the pore volume.

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.

SUMMARY OF PROCEDURE A quantity of soil or soil and aggregate mixture is prepared at a determinable moisture content and compacted in a standard mold using a manual or mechanical rammer. The wet mass of this compacted sample is divided by the volume of the mold to determine the wet density.

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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