Category:647 Masonry Construction Laboratory Testing Guidelines

From Engineering_Policy_Guide
Revision as of 10:21, 22 February 2017 by Smithk (talk | contribs) (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.)
(diff) ← Older revision | Latest revision (diff) | Newer revision → (diff)
Jump to navigation Jump to search

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, 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.

6

Retrieved from "https://epg.modot.org/index.php?title=Category:647_Masonry_Construction_Laboratory_Testing_Guidelines&oldid=38958"