Difference between revisions of "Category:647 Masonry Construction Laboratory Testing Guidelines"

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m (Per DE, moved EPG 610 to EPG 647. Now that there is a Sec 610, moved this info to make room for potential EPG info related to the new Sec 610.)
 
m (Per CM, replaced archaic "Automation Section" with AWP MA Sample Record, General)
 
(One intermediate revision by the same user not shown)
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===Procedure===
 
===Procedure===
Sewer brick shall be tested for compressive strength, absorption, and dimensions according to AASHTO M91.  Test results and calculations shall be recorded through SiteManager.
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Sewer brick shall be tested for compressive strength, absorption, and dimensions according to AASHTO M91.  Test results and calculations shall be recorded through AASHTOWARE Project (AWP).
  
 
===Sample Record===
 
===Sample Record===
The sample record shall be completed in SiteManager as described in [http://contribute.modot.mo.gov/business/materials/pdf/vol_3/MMV3CONT.pdf Automation Section], and shall indicate acceptance, qualified acceptance, or rejection.  Appropriate remarks, as described in [[106.20 Reporting|EPG 106.20 Reporting]], are to be included in the remarks to clarify conditions of acceptance or rejection.  Test results shall be reported on the appropriate templates under the Tests tab.
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The sample record shall be completed in AWP as described in [https://epg.modot.org/forms/CM/AWP_MA_Sample_Record_General.docx AWP MA Sample Record, General], and shall indicate acceptance, qualified acceptance, or rejection.  Appropriate remarks, as described in [[106.20 Reporting|EPG 106.20 Reporting]], are to be included in the remarks to clarify conditions of acceptance or rejection.  Test results shall be reported on the appropriate templates under the Tests tab.

Latest revision as of 07:48, 24 November 2021

This article establishes procedures for Laboratory testing and reporting samples of sewer brick.

No Laboratory tests are required for rubble masonry.

Brick Masonry

Procedure

Sewer brick shall be tested for compressive strength, absorption, and dimensions according to AASHTO M91. Test results and calculations shall be recorded through AASHTOWARE Project (AWP).

Sample Record

The sample record shall be completed in AWP as described in AWP MA Sample Record, General, and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in EPG 106.20 Reporting, are to be included in the remarks to clarify conditions of acceptance or rejection. Test results shall be reported on the appropriate templates under the Tests tab.

Subcategories

This category has only the following subcategory.