Difference between revisions of "Category:610 Masonry Construction Laboratory Testing Guidelines"
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===Sample Record=== | ===Sample Record=== | ||
| − | The sample record shall be completed in SiteManager as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510], and shall indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106. | + | The sample record shall be completed in SiteManager as described in [http://wwwi/intranet/cm/materials/vol_3/AS3510.pdf Automation Section 3510], 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. |
Revision as of 12:20, 1 July 2010
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 SiteManager.
Sample Record
The sample record shall be completed in SiteManager as described in Automation Section 3510, 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.
