Category:1066 Mortars and Grout - Revision history

Hoskir: /* 1066.1 Procedure */ updated JSP link

2023-03-03T15:46:56Z

1066.1 Procedure: updated JSP link

← Older revision		Revision as of 10:46, 3 March 2023
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	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.		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.

	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.		Qualified rapid set concrete patching materials complying with the requirements of [https://epg.modot.org/forms/JSP/JSP0201.docx 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.

	==1066.2 Mix Design==		==1066.2 Mix Design==

Smithk: Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info

2021-10-19T16:03:04Z

Per CM, removed archaic SiteManager info and replaced with AASHTOWARE info

← Older revision		Revision as of 11:03, 19 October 2021
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	'''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 μm) sieve requirement does not apply.		'''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 μm) sieve requirement does not apply.
	[[image:1066.1.jpg\|right\|475px]]		[[image:1066.1.jpg\|right\|475px]]
	'''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~~.		'''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 AASHTOWARE Project (AWP).

	'''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.		'''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.
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	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.		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.

	Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through ~~SiteManager~~.		Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through AWP.

	Cement shall be reported as described in [[:category:1019 Cement\|EPG 1019 Cement]].		Cement shall be reported as described in [[:category:1019 Cement\|EPG 1019 Cement]].

Smithk: updated link

2019-04-15T19:29:36Z

updated link

← Older revision		Revision as of 14:29, 15 April 2019
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	\|'''Approved Products'''		\|'''Approved Products'''
	\|-		\|-
	\|[~~http~~://www.modot.~~mo.gov~~/~~business~~/~~materials/pdf/vol_1/FS1066T1.pdf~~ Qualified Non-Metallic Expansive Mortars and Grout]		\|[https://www.modot.org/media/536 Qualified Non-Metallic Expansive Mortars and Grout]
	\|-		\|-
	\|'''MGS Information'''		\|'''MGS Information'''

Smithk: updated link

2018-10-11T19:53:04Z

updated link

← Older revision		Revision as of 14:53, 11 October 2018
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	\|'''MGS Information'''		\|'''MGS Information'''
	\|-		\|-
	\|[~~http~~://www.modot.~~mo.gov/business/materials/pdf~~/mgs~~/MGSINDEX.pdf~~ Current General Services Specifications (MGS) By Subject]		\|[https://www.modot.org/general-services-specifications-mgs-subject Current General Services Specifications (MGS) By Subject]
	\|}		\|}

Smithk: updated links

2016-06-15T18:40:03Z

updated links

← Older revision		Revision as of 13:40, 15 June 2016
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	\|}		\|}

	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.		This article establishes procedures for inspecting and reporting grout and mortars and designing mixture. Refer to [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 Sec 1066] for MoDOT’s specifications.

	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]].		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]].
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	'''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]].		'''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]].

	'''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 μm) sieve requirement does not apply.		'''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 μm) sieve requirement does not apply.
	[[image:1066.1.jpg\|right\|475px]]		[[image:1066.1.jpg\|right\|475px]]
	'''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.		'''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.
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	'''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.		'''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.

	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.		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.

	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.		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.
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	==1066.2 Mix Design==		==1066.2 Mix Design==

	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\|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."		The proportions for the various grouts and mortars are specified in [http://www.modot.org/business/standards_and_specs/SpecbookEPG.pdf#page=14 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."

	==1066.3 Sample Record==		==1066.3 Sample Record==

Smithk: /* 1066.1 Procedure */ updated link

2015-05-12T13:45:53Z

1066.1 Procedure: updated link

← Older revision		Revision as of 08:45, 12 May 2015
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	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.		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.

	Qualified rapid set concrete patching materials complying with the requirements of [~~http~~://~~www3~~.modot.mo.gov/~~JOBSPEC2.NSF~~/~~172856ff65ca19dc862567bb004c65cd~~/~~3b79c2ee4539e58c86257810005ff393~~?~~OpenDocument~~ 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.		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.

	==1066.2 Mix Design==		==1066.2 Mix Design==

Smithk: Per Design, updated JSP link

2012-05-04T19:42:56Z

Per Design, updated JSP link

← Older revision		Revision as of 14:42, 4 May 2012
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	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.		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.

	Qualified rapid set concrete patching materials complying with the requirements of [http://www3.modot.mo.gov/JOBSPEC2.NSF/172856ff65ca19dc862567bb004c65cd/~~0341935f5dd7dd6886256e8c005875f9~~?OpenDocument ~~MSP~~ 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.		Qualified rapid set concrete patching materials complying with the requirements of [http://www3.modot.mo.gov/JOBSPEC2.NSF/172856ff65ca19dc862567bb004c65cd/3b79c2ee4539e58c86257810005ff393?OpenDocument 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.

	==1066.2 Mix Design==		==1066.2 Mix Design==

Smithk: /* 1066.3 Sample Record */ updated link

2010-07-01T17:46:32Z

1066.3 Sample Record: updated link

← Older revision		Revision as of 12:46, 1 July 2010
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	==1066.3 Sample Record==		==1066.3 Sample Record==

	Reports are to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.9 Reporting ~~Test Results~~\|EPG 106.9 Reporting ~~Test Results~~]], are to be included in the report to clarify conditions of acceptance or rejection.		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.

	Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through SiteManager.		Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through SiteManager.

	Cement shall be reported as described in [[:category:1019 Cement\|EPG 1019 Cement]].		Cement shall be reported as described in [[:category:1019 Cement\|EPG 1019 Cement]].

Smithk: Per CM, added link to approved list for mortars and grout

2010-06-10T20:23:53Z

Per CM, added link to approved list for mortars and grout

← Older revision		Revision as of 15:23, 10 June 2010
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	{\|style="padding: 0.3em; margin-left:1px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="~~280px~~" align="right"		{\|style="padding: 0.3em; margin-left:1px; border:2px solid #a9a9a9; text-align:center; font-size: 95%; background:#f5f5f5" width="320px" align="right"
			\|-
			\|'''Approved Products'''
			\|-
			\|[http://www.modot.mo.gov/business/materials/pdf/vol_1/FS1066T1.pdf Qualified Non-Metallic Expansive Mortars and Grout]
	\|-		\|-
	\|'''MGS Information'''		\|'''MGS Information'''

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

minor clarifications to differentiate EPG articles (that are referenced as "articles", not "sections") from specifications (that are referenced as "sections")

← Older revision		Revision as of 08:35, 31 March 2010
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	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.		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.

	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]].		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]].

	==1066.1 Procedure==		==1066.1 Procedure==
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	The components of mortar or grout are to be inspected and reported.		The components of mortar or grout are to be inspected and reported.

	'''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]].		'''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]].

	'''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 μm) sieve requirement does not apply.		'''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 μm) sieve requirement does not apply.
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	==1066.2 Mix Design==		==1066.2 Mix Design==

	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."		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\|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."

	==1066.3 Sample Record==		==1066.3 Sample Record==

	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.		Reports are to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.9 Reporting Test Results\|EPG 106.9 Reporting Test Results]], are to be included in the report to clarify conditions of acceptance or rejection.

	Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through SiteManager.		Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through SiteManager.

	Cement shall be reported as described in [[:category:1019 Cement\|1019 Cement]].		Cement shall be reported as described in [[:category:1019 Cement\|EPG 1019 Cement]].