Difference between revisions of "Category:647 Masonry Construction Laboratory Testing Guidelines"
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===Sample Record=== | ===Sample Record=== | ||
| − | The sample record shall be completed in AWP as described in [ | + | 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.
