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Designation: D 5731 95 AMERICAN SOCIETY FOR TESTING AND MATERIALS 100 Barr Harbor Dr., West Conshohocken, PA 19428 Reprinted from the Annual Book of ASTM Standards. Copyright ASTMStandard Test Method.

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How to fill out the Designation: D 5731 95 online

The Designation: D 5731 95 is a standard test method used for determining the point load strength index of rock materials. This guide provides a comprehensive overview of the form's components and offers step-by-step instructions for completing it online.

Follow the steps to fill out the Designation: D 5731 95 online

  1. Click the 'Get Form' button to access the Designation: D 5731 95 form online.
  2. Review the form's sections carefully, ensuring you understand each requirement before filling it out. Pay close attention to details like scope, referenced documents, and apparatus.
  3. Complete the 'Scope' section by outlining the specific context in which the point load strength index test will be applied. Clearly specify whether the test will occur in the field or laboratory.
  4. Fill in the 'Significance and Use' section, detailing the importance of the point load strength test and how it can provide preliminary information efficiently.
  5. In the 'Apparatus' section, list all necessary equipment for conducting the test, ensuring that each item meets the outlined specifications.
  6. Proceed to the 'Test Specimens' section, where you should specify the type and dimensions of rock samples being tested.
  7. Outline the 'Procedure' in detail, including the step-by-step testing methods such as diametral, axial, block, and irregular lump tests. Ensure all measurements and conditions are recorded accurately.
  8. If applicable, calculate and record the 'Calculation' section results, including the uncorrected point load strength index and any necessary corrections.
  9. Conclude by gathering all data for the 'Report' section, ensuring all relevant details are documented, including specimen descriptions and testing conditions.
  10. Once all sections are filled out, review the form for accuracy, then save changes, download, print, or share the completed document as needed.

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The point load test allows the determination of the uncorrected point load strength index (Is). It must be corrected to the standard equivalent diameter (De) of 50 mm. If the core being tested is "near" 50 mm in diameter (like NX core), the correction is not necessary.

Measure the smallest specimen width (W) perpendicular to the load direction. If the sides are not parallel , then 'W' is obtained from W1, W2 and W3 as show in the figure and calculated as W= (W1+W2+W3)/3. Measure the distance between platen contact point and nearest free end (i.e. L).

The procedure for size correction can be obtained graphically or mathematically as outlined by the ISRM procedures. The value for the Is50 (in psi) is determined by the following equation. P = Failure Load in lbf (pressure x piston area). De = Equivalent core diameter (in).

Measure the smallest specimen width (W) perpendicular to the load direction. If the sides are not parallel , then 'W' is obtained from W1, W2 and W3 as show in the figure and calculated as W= (W1+W2+W3)/3. Measure the distance between platen contact point and nearest free end (i.e. L).

Record the smallest specimen width, W, perpendicular to the loading direction. If the sides are not parallel, then calculate W as (W1 + W2)/2 as shown on Fig. 3. This width, W, is used in calculating point load strength index irrespective of the actual mode of failure (see Fig.

qu = Uniaxial Compressive Strength of rock. Is(50) =Point Load Index for 50 mm diameter core. Broch and Franklin [5] reported that for 50 mm diameter cores the uniaxial compressive strength is approximately equal to 24 times the point load index.

The UCS of the specimen is calculated by dividing the maximum load carried by the specimen during the test, by the average cross sectional area.

The Point load test is an index test by which the rock is classified ing to the strength. The test can be used to estimate other characteristics of intact rocks with which it correlates, such as uniaxial compressive and tensile strength.

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© Copyright 1997-2026
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
Your Privacy Choices
Terms of Service
Privacy Notice
Legal Hub
Content Takedown Policy
Bug Bounty Program
About Us
Help Portal
Legal Resources
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
altaFlow
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 1997-2026
airSlate Legal Forms, Inc.
3720 Flowood Dr, Flowood, Mississippi 39232