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Reset Form Print Form U.S. Department of Transportation Federal Highway Administration Federal Lands Highway WORKSHEET FOR SIEVE ANALYSIS OF FINE AND COARSE AGGREGATE AASHTO T 11 AND AASHTO T 27 Project Source Sample no. Quantity represented Lot no. Tested by Date Sampled by MOISTURE DETERMINATION Moisture Content Coarse PERCENT PASSING No* 200 75 m SIEVE P-200 WASH Fine P-200 Content A Mass of wet aggregate B Mass of dry aggregate C Mass of water A-B G Mass of washed dry aggregate D Moisture C/B100 H Mass of No* 200 75 m minus F-G REMARKS Aggregate Sieve Size Total Passing Retained Mass Wet Mass Dry Spec s No* 4 4. 75 mm 0. 3 percent. Total dry mass is used to compute percentages. WASHED FROM COARSE Mass Dry Pan Mass P-200 H Total P-200 Total dry mass1 Form FHWA 1621 Rev 02-07 Percent Adjusted No* 4 minus Total sample mass DRY No* 4 4. Quantity represented Lot no. Tested by Date Sampled by MOISTURE DETERMINATION Moisture Content Coarse PERCENT PASSING No* 200 75 m SIEVE P-200 WASH Fin....

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Step 1: Take a representative oven-dried sample that weighs approximately 500g. Step 2: If particles are lumped or conglomerated, crush the lumps but not the particles using the pestle and mortar. Step 3: Determine the mass of sample accurately – Weight (g). Step 4: Prepare a stack of test sieves.

Take a 1kg fine aggregate test sample. Arrange the IS sive in descending 10mm, 4.75mm, 2.36mm, 1.18mm, 600 microns, 300 microns, 150 microns and 75 microns. Now fill the sample to the highest sieve and sieve well for up to 10 minutes.

Divide the masses for each sieve (individual/cumulative) by the total dry mass before washing and multiply by 100 to determine the percent retained on and passing each sieve.

Weigh the pan and all of the sieves separately. Pour the soil from above into the stack of sieves and place the cover on it. Put the stack in the sieve shaker, affix the clamps, set a timer for 10 to 15 minutes, and start the shaker. Stop the sieve shaker and measure the mass of each sieve and retained soil.

i) A set of IS Sieves of sizes – 80mm, 63mm, 50mm, 40mm,31.5mm, 25mm, 20mm, 16mm, 12.5mm, 10mm, 6.3mm,4.75mm, 3.35mm, 2.36mm, 1.18mm, 600µm, 300µm, 150µm and 75µm. ii) Balance or scale with an accuracy to measure 0.1 percent of the weight of the test sample.

A sieve analysis consists of using a single or set of screens (typically woven wire mesh), decreasing in opening size, to separate or classify a sample. Several mechanisms are used to disperse the sample and transport it through the screens (i.e. vibration, air entrainment or flowing liquid).

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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
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