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  • Sc Scdot Form 200.03

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CDOT Gauge No.: Daily Standard Count A.M. P.M. Density Station No. Elevation From Finish Grade Offset A. Density Count Field Density B. Wet Density, pcf (Calibration Chart) C. Moisture, % (Speedy Moisture Tester) D. Dry Density, "pcf" / / / / / / ( B X 100 ) ( 100 + C ) E. Wgt. of Mold & Soil, gms F. Wgt. of Mold, gms G. Wgt. of Soil gms (E - F) OnePoint Proctor H. Mold k Factor I. Wet Density, pcf (Mold k x G) J. Moisture, % (Speedy Moisture Tester) K. Max. Dry Density, pcf (from.

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Soil field density test measures relative density of soil which has been compacted using compacting equipment and the result of this test is expressed in %. This relative density is measured by comparing maximum dry density obtained from field test with maximum dry density of laboratory test as a standard reference.

In bulk density calculation, divide the soil's mass by its volume using the appropriate units. To calculate the bulk density of soil in the real world, obtain a soil sample with a known volume, then dry the sample in the oven and measure its mass, dividing the dry mass by the volume to get the bulk density.

Dry density is calculated by dividing the weight of the wet soil by its water content in percent. The percent compaction for the field density test is calculated by dividing the dry density of the soil by the maximum dry density from the proctor test.

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.

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.

The dry density of the compacted soil or pavement material is a common measure of the amount of the compaction achieved during the construction. Therefore field density test is importance as a field control test for the compaction of soil or any other pavement layer.

Soil compaction The CDG soil was compacted in layers (65–105 mm in thickness for each layer) to a dry density of 95% of the maximum dry density (ρd max = 1.802 Mg/m3), that is, γ d = 1.712 Mg/m3. The soil mass amount for each layer was weighed before being placed into the box, to achieve the required dry density.

The wet bulk density will be the total mass divided by the total volume. The solid mass is 375 kg and the mass of the water is 0.15 * 375 = 56.25 kg, for a total mass of 431.25 kg. So the wet bulk density is 431.25/0.75 = 575 kg/m^3.

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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