https://epg.modot.org/index.php?title=Category:1066_Mortars_and_Grout&feed=atom&action=history
Category:1066 Mortars and Grout - Revision history
2024-03-28T12:30:49Z
Revision history for this page on the wiki
MediaWiki 1.33.1
https://epg.modot.org/index.php?title=Category:1066_Mortars_and_Grout&diff=52353&oldid=prev
Hoskir: /* 1066.1 Procedure */ updated JSP link
2023-03-03T15:46:56Z
<p><span dir="auto"><span class="autocomment">1066.1 Procedure: </span> updated JSP link</span></p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 15:46, 3 March 2023</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Qualified expansive mortars complying with the requirements of [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1066.2.4] are listed in Table 1066. Only qualified expansive mortars are to be used. If the contractor requests to use an expansive mortar not listed in Table 1066, the manufacturer of that expansive mortar will be required to submit a 50 lb. (20 kg) sample for approval, the manufacturer's specifications and general data information. The State Construction and Materials Engineer will approve or disapprove the use of the proposed expansive mortar. Upon qualification of this material, it may be accepted for use on the basis of container labeling.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Qualified expansive mortars complying with the requirements of [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1066.2.4] are listed in Table 1066. Only qualified expansive mortars are to be used. If the contractor requests to use an expansive mortar not listed in Table 1066, the manufacturer of that expansive mortar will be required to submit a 50 lb. (20 kg) sample for approval, the manufacturer's specifications and general data information. The State Construction and Materials Engineer will approve or disapprove the use of the proposed expansive mortar. Upon qualification of this material, it may be accepted for use on the basis of container labeling.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Qualified rapid set concrete patching materials complying with the requirements of [https://<del class="diffchange diffchange-inline">spexternal</del>.modot.<del class="diffchange diffchange-inline">mo.gov</del>/<del class="diffchange diffchange-inline">sites</del>/<del class="diffchange diffchange-inline">de/_layouts/15</del>/<del class="diffchange diffchange-inline">WopiFrame</del>.<del class="diffchange diffchange-inline">aspx?sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP0201%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Non%2520Standard%253B%2523%26IsGroupRender%3DTRUE </del>JSP 02-01] are listed in [[:category:704 Concrete Masonry Repair#Qualified Rapid Set Concrete Patching Material| Qualified Rapid Set Concrete Patching Material]]. Refer to MSP 02-01 for more information regarding rapid set concrete patching materials.</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Qualified rapid set concrete patching materials complying with the requirements of [https://<ins class="diffchange diffchange-inline">epg</ins>.modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">forms</ins>/<ins class="diffchange diffchange-inline">JSP</ins>/<ins class="diffchange diffchange-inline">JSP0201</ins>.<ins class="diffchange diffchange-inline">docx </ins>JSP<ins class="diffchange diffchange-inline">-</ins>02-01] are listed in [[:category:704 Concrete Masonry Repair#Qualified Rapid Set Concrete Patching Material| Qualified Rapid Set Concrete Patching Material]]. Refer to MSP 02-01 for more information regarding rapid set concrete patching materials.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.2 Mix Design==</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.2 Mix Design==</div></td></tr>
</table>
Hoskir
https://epg.modot.org/index.php?title=Category:1066_Mortars_and_Grout&diff=50280&oldid=prev
Smithk: Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info
2021-10-19T16:03:04Z
<p>Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info</p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 16:03, 19 October 2021</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l22" >Line 22:</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Grout (for Sec 1066.2.2)''' Sand shall be clean and shall meet the quality requirements of [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1005] except the minus No. 200 (75 &mu;m) sieve requirement does not apply.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Grout (for Sec 1066.2.2)''' Sand shall be clean and shall meet the quality requirements of [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1005] except the minus No. 200 (75 &mu;m) sieve requirement does not apply.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>[[image:1066.1.jpg|right|475px]]</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>[[image:1066.1.jpg|right|475px]]</div></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Rubble and Brick Masonry (for Sec 1066.2.3)''' Hydrated lime is to be accepted on the basis of the bag label, manufacturer's certification, or sampling and testing. If sampled, a 5 lb. (2 kg) sample is to be obtained by taking a 1 lb. (400 g) sample from the top of no fewer than 5 bags. The individual samples are to be combined, thoroughly mixed, placed in a cement sample bag with plastic liner and submitted to the Laboratory and a record entered in <del class="diffchange diffchange-inline">SiteManager</del>.</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Rubble and Brick Masonry (for Sec 1066.2.3)''' Hydrated lime is to be accepted on the basis of the bag label, manufacturer's certification, or sampling and testing. If sampled, a 5 lb. (2 kg) sample is to be obtained by taking a 1 lb. (400 g) sample from the top of no fewer than 5 bags. The individual samples are to be combined, thoroughly mixed, placed in a cement sample bag with plastic liner and submitted to the Laboratory and a record entered in <ins class="diffchange diffchange-inline">AASHTOWARE Project (AWP)</ins>.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Expansive Mortar (for Sec 1066.2.4)''' Unpolished aluminum powder for use in expansive mortar is to be accepted on the basis of the container label or manufacturer's certification.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Expansive Mortar (for Sec 1066.2.4)''' Unpolished aluminum powder for use in expansive mortar is to be accepted on the basis of the container label or manufacturer's certification.</div></td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Reports are to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Reports are to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.20 Reporting|EPG 106.20 Reporting]], are to be included in the report to clarify conditions of acceptance or rejection.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through <del class="diffchange diffchange-inline">SiteManager</del>.</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through <ins class="diffchange diffchange-inline">AWP</ins>.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Cement shall be reported as described in [[:category:1019 Cement|EPG 1019 Cement]].</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Cement shall be reported as described in [[:category:1019 Cement|EPG 1019 Cement]].</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:1066_Mortars_and_Grout&diff=45197&oldid=prev
Smithk: updated link
2019-04-15T19:29:36Z
<p>updated link</p>
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<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>|[<del class="diffchange diffchange-inline">http</del>://www.modot.<del class="diffchange diffchange-inline">mo.gov</del>/<del class="diffchange diffchange-inline">business</del>/<del class="diffchange diffchange-inline">materials/pdf/vol_1/FS1066T1.pdf </del>Qualified Non-Metallic Expansive Mortars and Grout]</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>|[<ins class="diffchange diffchange-inline">https</ins>://www.modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">media</ins>/<ins class="diffchange diffchange-inline">536 </ins>Qualified Non-Metallic Expansive Mortars and Grout]</div></td></tr>
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</table>
Smithk
https://epg.modot.org/index.php?title=Category:1066_Mortars_and_Grout&diff=43931&oldid=prev
Smithk: updated link
2018-10-11T19:53:04Z
<p>updated link</p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 19:53, 11 October 2018</td>
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<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>|[<del class="diffchange diffchange-inline">http</del>://www.modot.<del class="diffchange diffchange-inline">mo.gov/business/materials/pdf</del>/mgs<del class="diffchange diffchange-inline">/MGSINDEX.pdf </del>Current General Services Specifications (MGS) By Subject] </div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>|[<ins class="diffchange diffchange-inline">https</ins>://www.modot.<ins class="diffchange diffchange-inline">org</ins>/<ins class="diffchange diffchange-inline">general-services-specifications-</ins>mgs<ins class="diffchange diffchange-inline">-subject </ins>Current General Services Specifications (MGS) By Subject] </div></td></tr>
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Smithk
https://epg.modot.org/index.php?title=Category:1066_Mortars_and_Grout&diff=37828&oldid=prev
Smithk: updated links
2016-06-15T18:40:03Z
<p>updated links</p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 18:40, 15 June 2016</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>|}</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>|}</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>This article establishes procedures for inspecting and reporting grout and mortars and designing mixture. Refer to [http://www.modot.<del class="diffchange diffchange-inline">mo.gov</del>/business/standards_and_specs/<del class="diffchange diffchange-inline">Sec1066</del>.pdf Sec 1066] for MoDOT’s specifications. </div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>This article establishes procedures for inspecting and reporting grout and mortars and designing mixture. Refer to [http://www.modot.<ins class="diffchange diffchange-inline">org</ins>/business/standards_and_specs/<ins class="diffchange diffchange-inline">SpecbookEPG</ins>.pdf<ins class="diffchange diffchange-inline">#page=14 </ins>Sec 1066] for MoDOT’s specifications. </div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>For Laboratory testing and sample reporting procedures, refer to [[1066.4 Laboratory Testing Guidelines for Sec 1066|EPG 1066.4 Laboratory Testing Guidelines for Sec 1066]].</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>For Laboratory testing and sample reporting procedures, refer to [[1066.4 Laboratory Testing Guidelines for Sec 1066|EPG 1066.4 Laboratory Testing Guidelines for Sec 1066]].</div></td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Pipe Joints (for Sec 1066.2.1)''' Cement is to be Type I, unless otherwise specified in the contract and is to be inspected and reported in the same manner as described in [[:category:1019 Cement|EPG 1019 Cement]].</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Pipe Joints (for Sec 1066.2.1)''' Cement is to be Type I, unless otherwise specified in the contract and is to be inspected and reported in the same manner as described in [[:category:1019 Cement|EPG 1019 Cement]].</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Grout (for Sec 1066.2.2)''' Sand shall be clean and shall meet the quality requirements of [http://www.modot.<del class="diffchange diffchange-inline">mo.gov</del>/business/standards_and_specs/<del class="diffchange diffchange-inline">Sec1005</del>.pdf Sec 1005] except the minus No. 200 (75 &mu;m) sieve requirement does not apply.</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Grout (for Sec 1066.2.2)''' Sand shall be clean and shall meet the quality requirements of [http://www.modot.<ins class="diffchange diffchange-inline">org</ins>/business/standards_and_specs/<ins class="diffchange diffchange-inline">SpecbookEPG</ins>.pdf<ins class="diffchange diffchange-inline">#page=14 </ins>Sec 1005] except the minus No. 200 (75 &mu;m) sieve requirement does not apply.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>[[image:1066.1.jpg|right|475px]]</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>[[image:1066.1.jpg|right|475px]]</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Rubble and Brick Masonry (for Sec 1066.2.3)''' Hydrated lime is to be accepted on the basis of the bag label, manufacturer's certification, or sampling and testing. If sampled, a 5 lb. (2 kg) sample is to be obtained by taking a 1 lb. (400 g) sample from the top of no fewer than 5 bags. The individual samples are to be combined, thoroughly mixed, placed in a cement sample bag with plastic liner and submitted to the Laboratory and a record entered in SiteManager.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Rubble and Brick Masonry (for Sec 1066.2.3)''' Hydrated lime is to be accepted on the basis of the bag label, manufacturer's certification, or sampling and testing. If sampled, a 5 lb. (2 kg) sample is to be obtained by taking a 1 lb. (400 g) sample from the top of no fewer than 5 bags. The individual samples are to be combined, thoroughly mixed, placed in a cement sample bag with plastic liner and submitted to the Laboratory and a record entered in SiteManager.</div></td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Expansive Mortar (for Sec 1066.2.4)''' Unpolished aluminum powder for use in expansive mortar is to be accepted on the basis of the container label or manufacturer's certification.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Expansive Mortar (for Sec 1066.2.4)''' Unpolished aluminum powder for use in expansive mortar is to be accepted on the basis of the container label or manufacturer's certification.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Qualified expansive mortars complying with the requirements of [http://www.modot.<del class="diffchange diffchange-inline">mo.gov</del>/business/standards_and_specs/<del class="diffchange diffchange-inline">Sec1066</del>.pdf Sec 1066.2.4] are listed in Table 1066. Only qualified expansive mortars are to be used. If the contractor requests to use an expansive mortar not listed in Table 1066, the manufacturer of that expansive mortar will be required to submit a 50 lb. (20 kg) sample for approval, the manufacturer's specifications and general data information. The State Construction and Materials Engineer will approve or disapprove the use of the proposed expansive mortar. Upon qualification of this material, it may be accepted for use on the basis of container labeling.</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Qualified expansive mortars complying with the requirements of [http://www.modot.<ins class="diffchange diffchange-inline">org</ins>/business/standards_and_specs/<ins class="diffchange diffchange-inline">SpecbookEPG</ins>.pdf<ins class="diffchange diffchange-inline">#page=14 </ins>Sec 1066.2.4] are listed in Table 1066. Only qualified expansive mortars are to be used. If the contractor requests to use an expansive mortar not listed in Table 1066, the manufacturer of that expansive mortar will be required to submit a 50 lb. (20 kg) sample for approval, the manufacturer's specifications and general data information. The State Construction and Materials Engineer will approve or disapprove the use of the proposed expansive mortar. Upon qualification of this material, it may be accepted for use on the basis of container labeling.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Qualified rapid set concrete patching materials complying with the requirements of [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP0201%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Non%2520Standard%253B%2523%26IsGroupRender%3DTRUE JSP 02-01] are listed in [[:category:704 Concrete Masonry Repair#Qualified Rapid Set Concrete Patching Material| Qualified Rapid Set Concrete Patching Material]]. Refer to MSP 02-01 for more information regarding rapid set concrete patching materials.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Qualified rapid set concrete patching materials complying with the requirements of [https://spexternal.modot.mo.gov/sites/de/_layouts/15/WopiFrame.aspx?sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP0201%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Non%2520Standard%253B%2523%26IsGroupRender%3DTRUE JSP 02-01] are listed in [[:category:704 Concrete Masonry Repair#Qualified Rapid Set Concrete Patching Material| Qualified Rapid Set Concrete Patching Material]]. Refer to MSP 02-01 for more information regarding rapid set concrete patching materials.</div></td></tr>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.2 Mix Design==</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.2 Mix Design==</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The proportions for the various grouts and mortars are specified in [http://www.modot.<del class="diffchange diffchange-inline">mo.gov</del>/business/standards_and_specs/<del class="diffchange diffchange-inline">Sec1066</del>.pdf Sec 1066]. The mix characteristics and batch weights (masses) may be calculated in the same manner as described for portland cement concrete in [[:category:501 Concrete|EPG 501 Concrete]]. It may be necessary to submit samples of sand to the Laboratory for determination of specific gravity and unit weight [mass], if they cannot be ascertained from the "Physical Characteristics of Principal Portland Cement Concrete Aggregates in Missouri."</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The proportions for the various grouts and mortars are specified in [http://www.modot.<ins class="diffchange diffchange-inline">org</ins>/business/standards_and_specs/<ins class="diffchange diffchange-inline">SpecbookEPG</ins>.pdf<ins class="diffchange diffchange-inline">#page=14 </ins>Sec 1066]. The mix characteristics and batch weights (masses) may be calculated in the same manner as described for portland cement concrete in [[:category:501 Concrete|EPG 501 Concrete]]. It may be necessary to submit samples of sand to the Laboratory for determination of specific gravity and unit weight [mass], if they cannot be ascertained from the "Physical Characteristics of Principal Portland Cement Concrete Aggregates in Missouri."</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.3 Sample Record==</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.3 Sample Record==</div></td></tr>
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Smithk
https://epg.modot.org/index.php?title=Category:1066_Mortars_and_Grout&diff=35537&oldid=prev
Smithk: /* 1066.1 Procedure */ updated link
2015-05-12T13:45:53Z
<p><span dir="auto"><span class="autocomment">1066.1 Procedure: </span> updated link</span></p>
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 13:45, 12 May 2015</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l28" >Line 28:</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Qualified expansive mortars complying with the requirements of [http://www.modot.mo.gov/business/standards_and_specs/Sec1066.pdf Sec 1066.2.4] are listed in Table 1066. Only qualified expansive mortars are to be used. If the contractor requests to use an expansive mortar not listed in Table 1066, the manufacturer of that expansive mortar will be required to submit a 50 lb. (20 kg) sample for approval, the manufacturer's specifications and general data information. The State Construction and Materials Engineer will approve or disapprove the use of the proposed expansive mortar. Upon qualification of this material, it may be accepted for use on the basis of container labeling.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Qualified expansive mortars complying with the requirements of [http://www.modot.mo.gov/business/standards_and_specs/Sec1066.pdf Sec 1066.2.4] are listed in Table 1066. Only qualified expansive mortars are to be used. If the contractor requests to use an expansive mortar not listed in Table 1066, the manufacturer of that expansive mortar will be required to submit a 50 lb. (20 kg) sample for approval, the manufacturer's specifications and general data information. The State Construction and Materials Engineer will approve or disapprove the use of the proposed expansive mortar. Upon qualification of this material, it may be accepted for use on the basis of container labeling.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Qualified rapid set concrete patching materials complying with the requirements of [<del class="diffchange diffchange-inline">http</del>://<del class="diffchange diffchange-inline">www3</del>.modot.mo.gov/<del class="diffchange diffchange-inline">JOBSPEC2.NSF</del>/<del class="diffchange diffchange-inline">172856ff65ca19dc862567bb004c65cd</del>/<del class="diffchange diffchange-inline">3b79c2ee4539e58c86257810005ff393</del>?<del class="diffchange diffchange-inline">OpenDocument </del>JSP 02-01] are listed in [[:category:704 Concrete Masonry Repair#Qualified Rapid Set Concrete Patching Material| Qualified Rapid Set Concrete Patching Material]]. Refer to MSP 02-01 for more information regarding rapid set concrete patching materials.</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Qualified rapid set concrete patching materials complying with the requirements of [<ins class="diffchange diffchange-inline">https</ins>://<ins class="diffchange diffchange-inline">spexternal</ins>.modot.mo.gov/<ins class="diffchange diffchange-inline">sites/de/_layouts</ins>/<ins class="diffchange diffchange-inline">15</ins>/<ins class="diffchange diffchange-inline">WopiFrame.aspx</ins>?<ins class="diffchange diffchange-inline">sourcedoc=%2Fsites%2Fde%2FJSP%2FJSP0201%2Edoc&action=view&source=https%3A%2F%2Fspexternal%2Emodot%2Emo%2Egov%2Fsites%2Fde%2FJSP%2FForms%2FJSPByTitle%2Easpx%3FGroupString%3D%253B%2523Non%2520Standard%253B%2523%26IsGroupRender%3DTRUE </ins>JSP 02-01] are listed in [[:category:704 Concrete Masonry Repair#Qualified Rapid Set Concrete Patching Material| Qualified Rapid Set Concrete Patching Material]]. Refer to MSP 02-01 for more information regarding rapid set concrete patching materials.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.2 Mix Design==</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.2 Mix Design==</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:1066_Mortars_and_Grout&diff=28887&oldid=prev
Smithk: Per Design, updated JSP link
2012-05-04T19:42:56Z
<p>Per Design, updated JSP link</p>
<table class="diff diff-contentalign-left" data-mw="interface">
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<col class="diff-content" />
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<tr class="diff-title" lang="en">
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 19:42, 4 May 2012</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l28" >Line 28:</td>
<td colspan="2" class="diff-lineno">Line 28:</td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Qualified expansive mortars complying with the requirements of [http://www.modot.mo.gov/business/standards_and_specs/Sec1066.pdf Sec 1066.2.4] are listed in Table 1066. Only qualified expansive mortars are to be used. If the contractor requests to use an expansive mortar not listed in Table 1066, the manufacturer of that expansive mortar will be required to submit a 50 lb. (20 kg) sample for approval, the manufacturer's specifications and general data information. The State Construction and Materials Engineer will approve or disapprove the use of the proposed expansive mortar. Upon qualification of this material, it may be accepted for use on the basis of container labeling.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Qualified expansive mortars complying with the requirements of [http://www.modot.mo.gov/business/standards_and_specs/Sec1066.pdf Sec 1066.2.4] are listed in Table 1066. Only qualified expansive mortars are to be used. If the contractor requests to use an expansive mortar not listed in Table 1066, the manufacturer of that expansive mortar will be required to submit a 50 lb. (20 kg) sample for approval, the manufacturer's specifications and general data information. The State Construction and Materials Engineer will approve or disapprove the use of the proposed expansive mortar. Upon qualification of this material, it may be accepted for use on the basis of container labeling.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Qualified rapid set concrete patching materials complying with the requirements of [http://www3.modot.mo.gov/JOBSPEC2.NSF/172856ff65ca19dc862567bb004c65cd/<del class="diffchange diffchange-inline">0341935f5dd7dd6886256e8c005875f9</del>?OpenDocument <del class="diffchange diffchange-inline">MSP </del>02-01] are listed in [[:category:704 Concrete Masonry Repair#Qualified Rapid Set Concrete Patching Material| Qualified Rapid Set Concrete Patching Material]]. Refer to MSP 02-01 for more information regarding rapid set concrete patching materials.</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Qualified rapid set concrete patching materials complying with the requirements of [http://www3.modot.mo.gov/JOBSPEC2.NSF/172856ff65ca19dc862567bb004c65cd/<ins class="diffchange diffchange-inline">3b79c2ee4539e58c86257810005ff393</ins>?OpenDocument <ins class="diffchange diffchange-inline">JSP </ins>02-01] are listed in [[:category:704 Concrete Masonry Repair#Qualified Rapid Set Concrete Patching Material| Qualified Rapid Set Concrete Patching Material]]. Refer to MSP 02-01 for more information regarding rapid set concrete patching materials.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.2 Mix Design==</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.2 Mix Design==</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:1066_Mortars_and_Grout&diff=23541&oldid=prev
Smithk: /* 1066.3 Sample Record */ updated link
2010-07-01T17:46:32Z
<p><span dir="auto"><span class="autocomment">1066.3 Sample Record: </span> updated link</span></p>
<table class="diff diff-contentalign-left" data-mw="interface">
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<tr class="diff-title" lang="en">
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 17:46, 1 July 2010</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l36" >Line 36:</td>
<td colspan="2" class="diff-lineno">Line 36:</td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.3 Sample Record==</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.3 Sample Record==</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Reports are to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.<del class="diffchange diffchange-inline">9 </del>Reporting <del class="diffchange diffchange-inline">Test Results</del>|EPG 106.<del class="diffchange diffchange-inline">9 </del>Reporting <del class="diffchange diffchange-inline">Test Results</del>]], are to be included in the report to clarify conditions of acceptance or rejection.</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Reports are to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.<ins class="diffchange diffchange-inline">20 </ins>Reporting|EPG 106.<ins class="diffchange diffchange-inline">20 </ins>Reporting]], are to be included in the report to clarify conditions of acceptance or rejection.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through SiteManager.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through SiteManager.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Cement shall be reported as described in [[:category:1019 Cement|EPG 1019 Cement]].</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Cement shall be reported as described in [[:category:1019 Cement|EPG 1019 Cement]].</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:1066_Mortars_and_Grout&diff=23227&oldid=prev
Smithk: Per CM, added link to approved list for mortars and grout
2010-06-10T20:23:53Z
<p>Per CM, added link to approved list for mortars and grout</p>
<table class="diff diff-contentalign-left" data-mw="interface">
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 20:23, 10 June 2010</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l1" >Line 1:</td>
<td colspan="2" class="diff-lineno">Line 1:</td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>{|style="padding: 0.3em; margin-left:1px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="<del class="diffchange diffchange-inline">280px</del>" align="right" </div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>{|style="padding: 0.3em; margin-left:1px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="<ins class="diffchange diffchange-inline">320px</ins>" align="right" </div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">|-</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">|'''Approved Products'''</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">|-</ins></div></td></tr>
<tr><td colspan="2"> </td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div><ins class="diffchange diffchange-inline">|[http://www.modot.mo.gov/business/materials/pdf/vol_1/FS1066T1.pdf Qualified Non-Metallic Expansive Mortars and Grout]</ins></div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>|-</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>|-</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>|'''MGS Information'''</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>|'''MGS Information'''</div></td></tr>
</table>
Smithk
https://epg.modot.org/index.php?title=Category:1066_Mortars_and_Grout&diff=22480&oldid=prev
Smithk: minor clarifications to differentiate EPG articles (that are referenced as "articles", not "sections") from specifications (that are referenced as "sections")
2010-03-31T13:35:50Z
<p>minor clarifications to differentiate EPG articles (that are referenced as "articles", not "sections") from specifications (that are referenced as "sections")</p>
<table class="diff diff-contentalign-left" data-mw="interface">
<col class="diff-marker" />
<col class="diff-content" />
<col class="diff-marker" />
<col class="diff-content" />
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<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">← Older revision</td>
<td colspan="2" style="background-color: #fff; color: #222; text-align: center;">Revision as of 13:35, 31 March 2010</td>
</tr><tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l8" >Line 8:</td>
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<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>This article establishes procedures for inspecting and reporting grout and mortars and designing mixture. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1066.pdf Sec 1066] for MoDOT’s specifications. </div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>This article establishes procedures for inspecting and reporting grout and mortars and designing mixture. Refer to [http://www.modot.mo.gov/business/standards_and_specs/Sec1066.pdf Sec 1066] for MoDOT’s specifications. </div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>For Laboratory testing and sample reporting procedures, refer to [[1066.4 Laboratory Testing Guidelines for Sec 1066|1066.4 Laboratory Testing Guidelines for Sec 1066]].</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>For Laboratory testing and sample reporting procedures, refer to [[1066.4 Laboratory Testing Guidelines for Sec 1066|<ins class="diffchange diffchange-inline">EPG </ins>1066.4 Laboratory Testing Guidelines for Sec 1066]].</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.1 Procedure==</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.1 Procedure==</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l14" >Line 14:</td>
<td colspan="2" class="diff-lineno">Line 14:</td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The components of mortar or grout are to be inspected and reported.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>The components of mortar or grout are to be inspected and reported.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Pipe Joints (for Sec 1066.2.1)''' Cement is to be Type I, unless otherwise specified in the contract and is to be inspected and reported in the same manner as described in [[:category:1019 Cement|1019 Cement]].</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Pipe Joints (for Sec 1066.2.1)''' Cement is to be Type I, unless otherwise specified in the contract and is to be inspected and reported in the same manner as described in [[:category:1019 Cement|<ins class="diffchange diffchange-inline">EPG </ins>1019 Cement]].</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Grout (for Sec 1066.2.2)''' Sand shall be clean and shall meet the quality requirements of [http://www.modot.mo.gov/business/standards_and_specs/Sec1005.pdf Sec 1005] except the minus No. 200 (75 &mu;m) sieve requirement does not apply.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>'''Mortar for Grout (for Sec 1066.2.2)''' Sand shall be clean and shall meet the quality requirements of [http://www.modot.mo.gov/business/standards_and_specs/Sec1005.pdf Sec 1005] except the minus No. 200 (75 &mu;m) sieve requirement does not apply.</div></td></tr>
<tr><td colspan="2" class="diff-lineno" id="mw-diff-left-l28" >Line 28:</td>
<td colspan="2" class="diff-lineno">Line 28:</td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.2 Mix Design==</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.2 Mix Design==</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>The proportions for the various grouts and mortars are specified in [http://www.modot.mo.gov/business/standards_and_specs/Sec1066.pdf Sec 1066]. The mix characteristics and batch weights (masses) may be calculated in the same manner as described for portland cement concrete in [[:category:501 Concrete|501 Concrete]]. It may be necessary to submit samples of sand to the Laboratory for determination of specific gravity and unit weight [mass], if they cannot be ascertained from the "Physical Characteristics of Principal Portland Cement Concrete Aggregates in Missouri."</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>The proportions for the various grouts and mortars are specified in [http://www.modot.mo.gov/business/standards_and_specs/Sec1066.pdf Sec 1066]. The mix characteristics and batch weights (masses) may be calculated in the same manner as described for portland cement concrete in [[:category:501 Concrete|<ins class="diffchange diffchange-inline">EPG </ins>501 Concrete]]. It may be necessary to submit samples of sand to the Laboratory for determination of specific gravity and unit weight [mass], if they cannot be ascertained from the "Physical Characteristics of Principal Portland Cement Concrete Aggregates in Missouri."</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.3 Sample Record==</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>==1066.3 Sample Record==</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Reports are to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.9 Reporting Test Results|106.9 Reporting Test Results]], are to be included in the report to clarify conditions of acceptance or rejection.</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Reports are to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.9 Reporting Test Results|<ins class="diffchange diffchange-inline">EPG </ins>106.9 Reporting Test Results]], are to be included in the report to clarify conditions of acceptance or rejection.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through SiteManager.</div></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"><div>Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through SiteManager.</div></td></tr>
<tr><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td><td class='diff-marker'> </td><td style="background-color: #f8f9fa; color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;"></td></tr>
<tr><td class='diff-marker'>−</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #ffe49c; vertical-align: top; white-space: pre-wrap;"><div>Cement shall be reported as described in [[:category:1019 Cement|1019 Cement]].</div></td><td class='diff-marker'>+</td><td style="color: #222; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;"><div>Cement shall be reported as described in [[:category:1019 Cement|<ins class="diffchange diffchange-inline">EPG </ins>1019 Cement]].</div></td></tr>
</table>
Smithk