702 - Mortar and Grout - Revision history

SchaeferS: /* MEASUREMENT AND PAYMENT */

2021-05-06T21:14:01Z

MEASUREMENT AND PAYMENT

McGowanR: /* 702.03 MIXTURE REQUIREMENTS */ Fixed broken link for QPL

2019-01-17T19:33:03Z

702.03 MIXTURE REQUIREMENTS: Fixed broken link for QPL

Greenes2: Reverted edits by Greenes2 (talk) to last revision by HarrisR18

2014-09-22T14:59:56Z

Reverted edits by Greenes2 (talk) to last revision by HarrisR18

Greenes2: /* MATERIALS */

2014-09-18T17:27:01Z

MATERIALS

Greenes2: /* Expansive Grout, Type E-1 */

2014-09-18T17:22:24Z

Expansive Grout, Type E-1

Greenes2: /* Standard Mortars and Grouts] */

2014-09-18T17:21:38Z

Standard Mortars and Grouts]

Greenes2: /* 702.03 MIXTURE REQUIREMENTS */

2014-09-18T17:20:07Z

702.03 MIXTURE REQUIREMENTS

HarrisR18: /* 702.03 MIXTURE REQUIREMENTS */

2014-09-05T17:01:54Z

702.03 MIXTURE REQUIREMENTS

HarrisR18 at 15:22, 5 September 2014

2014-09-05T15:22:58Z

Greenes2 at 14:34, 5 September 2014

2014-09-05T14:34:26Z

@@ Line 4: / Line 4: @@
 <center><span STYLE="font: 40pt arial;">'''Mortar and Grout'''</span></center>
-<center>[https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 702]</center>
+<center>[http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 702]</center>
 <center><span style="color: red;"><span STYLE="font: 40pt arial;">'''Section Under Revision'''</span></span></center>
@@ Line 27: / Line 27: @@
 ==[[#MATERIALS|MATERIALS]]==
-Materials must be selected in accordance with [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 subsection 702.02 of the Standard Specifications for Construction].
+Materials must be selected in accordance with [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf subsection 702.02 of the Standard Specifications for Construction].
 {| class="wikitable"
@@ Line 58: / Line 58: @@
 '''A.Standard Mortars and Grouts'''
-The cement and fine aggregates must be proportioned by weight for batches of 1 cubic yard or more, and may be proportioned by weight or volume for smaller batches.  [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 Tables 702.01A and 702.01B] of the Standard Specifications for Construction give the mix proportioning information for standard mortars (R-2 & R-3) and grout (R-1).  Water is added in amounts necessary to obtain the consistency required for the work.
+The cement and fine aggregates must be proportioned by weight for batches of 1 cubic yard or more, and may be proportioned by weight or volume for smaller batches.  [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf Tables 702.01A and 702.01B] of the Standard Specifications for Construction give the mix proportioning information for standard mortars (R-2 & R-3) and grout (R-1).  Water is added in amounts necessary to obtain the consistency required for the work.
 '''B. Non-shrinking Mortar and Grout Type H-1, Non-metallic'''
@@ Line 69: / Line 69: @@
 '''C. Expansive Grout, Type E-1'''
-Expansive grout, Type E-1, is used for filling the void around post-tensioned tendons in precast concrete box beams.  The grout must be proportioned as specified in subsection [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 702.02.C of the Standard Specifications for Construction].
+Expansive grout, Type E-1, is used for filling the void around post-tensioned tendons in precast concrete box beams.  The grout must be proportioned as specified in subsection [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf 702.02.C of the Standard Specifications for Construction].
 . Requirements:
@@ Line 94: / Line 94: @@
 [[Category:Construction Manual]]

← Older revision		Revision as of 19:33, 17 January 2019
Line 64:		Line 64:
	Non-shrink mortar and grout must not be used in contact with prestressing tendons or other highly stressed steel, however; may be used for recessed stress pockets on the fascia of beams being post-tensioned.		Non-shrink mortar and grout must not be used in contact with prestressing tendons or other highly stressed steel, however; may be used for recessed stress pockets on the fascia of beams being post-tensioned.

−	Non-shrink grout may also be used for dowels and anchor bolts and under level plates and bearings. The non-shrink grouts are a premixed material listed in section [~~http~~://michigan.gov/documents/MDOT-~~Material_Source_Guide_Qualified_Products_84764_7~~.pdf 702.02B of Qualified Products List (QPL) found in the MDOT Materials Source Guide]. Water is added to the premixed, approved product as directed by the manufacturer to achieve the desired consistency while maintaining the minimum required compressive strength.	+	Non-shrink grout may also be used for dowels and anchor bolts and under level plates and bearings. The non-shrink grouts are a premixed material listed in section [https://www.michigan.gov/documents/mdot/MDOT-MaterialSourceGuideComplete_Linked_181739_7.pdf 702.02B of Qualified Products List (QPL) found in the MDOT Materials Source Guide]. Water is added to the premixed, approved product as directed by the manufacturer to achieve the desired consistency while maintaining the minimum required compressive strength.

@@ Line 4: / Line 4: @@
 <center><span STYLE="font: 40pt arial;">'''Mortar and Grout'''</span></center>
-<center>[http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 702]</center>
+<center>[https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 702]</center>
 <center><span style="color: red;"><span STYLE="font: 40pt arial;">'''Section Under Revision'''</span></span></center>
@@ Line 27: / Line 27: @@
 ==[[#MATERIALS|MATERIALS]]==
-Materials must be selected in accordance with [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf subsection 702.02 of the Standard Specifications for Construction].
+Materials must be selected in accordance with [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 subsection 702.02 of the Standard Specifications for Construction].
 {| class="wikitable"
@@ Line 33: / Line 33: @@
 ! Materials !! Requirements
 |-
-| Portland Cement Type I, Type IA || [http://mdotcf.state.mi.us/public/specbook/files/2003/901%20Cement%20and%20Lime.pdf 901]
+| Portland Cement Type I, Type IA || 901
 |-
-| Masonry Cement Type N, Type S, Type M || [http://mdotcf.state.mi.us/public/specbook/files/2003/901%20Cement%20and%20Lime.pdf 901]
+| Masonry Cement Type N, Type S, Type M || 901
 |-
-| Hydrated Lime Type S, Type SA || [http://mdotcf.state.mi.us/public/specbook/files/2003/901%20Cement%20and%20Lime.pdf 901]
+| Hydrated Lime Type S, Type SA || 901
 |-
-| Air - Entraining Admixture|| [http://mdotcf.state.mi.us/public/specbook/files/2003/901%20Cement%20and%20Lime.pdf 901]
+| Air - Entraining Admixture|| 901
 |-
-| Fine Aggregate 2NS, 2MS|| [http://mdotcf.state.mi.us/public/specbook/files/2003/902%20Aggregates.pdf 902]
+| Fine Aggregate 2NS, 2MS|| 902
 |-
-| Water|| [http://mdotcf.state.mi.us/public/specbook/files/2003/911%20Water.pdf 911]
+| Water|| 911
 |}
 {| class="wikitable"
@@ Line 49: / Line 49: @@
 ! Specialized Materials For...!! See Subsection
 |-
-| Non-shrinking Mortars and Grouts || [http://mdotcf.state.mi.us/public/specbook/files/2003/702%20Mortar%20and%20Grout.pdf 702.03.B]
+| Non-shrinking Mortars and Grouts || 702.03.B
 |-
-| Expansive Grouts || [http://mdotcf.state.mi.us/public/specbook/files/2003/702%20Mortar%20and%20Grout.pdf 702.03.C]
+| Expansive Grouts || 702.03.C
 |}
-{{top}}
+===[[#702.03 MIXTURE REQUIREMENTS|702.03 MIXTURE REQUIREMENTS]]===
-===[[#MIXTURE REQUIREMENTS|MIXTURE REQUIREMENTS]]===
+The cement and fine aggregates must be proportioned by weight for batches of 1 cubic yard or more, and may be proportioned by weight or volume for smaller batches.  [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 Tables 702.01A and 702.01B] of the Standard Specifications for Construction give the mix proportioning information for standard mortars (R-2 & R-3) and grout (R-1).  Water is added in amounts necessary to obtain the consistency required for the work.
-====[[#Standard Mortars and Grouts|Standard Mortars and Grouts]]====
+Non-shrink mortar and grout must not be used in contact with prestressing tendons or other highly stressed steel, however; may be used for recessed stress pockets on the fascia of beams being post-tensioned.
-The cement and fine aggregates must be proportioned by weight for batches of 1 cubic yard or more, and may be proportioned by weight or volume for smaller batches.  [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf Tables 702.01A and 702.01B] of the Standard Specifications for Construction give the mix proportioning information for standard mortars (R-2 & R-3) and grout (R-1).  Water is added in amounts necessary to obtain the consistency required for the work.
+Non-shrink grout may also be used for dowels and anchor bolts and under level plates and bearings.  The non-shrink grouts are a premixed material listed in section [http://michigan.gov/documents/MDOT-Material_Source_Guide_Qualified_Products_84764_7.pdf 702.02B of Qualified Products List (QPL) found in the MDOT Materials Source Guide].  Water is added to the premixed, approved product as directed by the manufacturer to achieve the desired consistency while maintaining the minimum required compressive strength.
-{{top}}
+'''C. Expansive Grout, Type E-1'''
-====[[#Non-shrinking Mortar and Grout Type H-1, Non-metallic|Non-shrinking Mortar and Grout Type H-1, Non-metallic]]====
+Expansive grout, Type E-1, is used for filling the void around post-tensioned tendons in precast concrete box beams.  The grout must be proportioned as specified in subsection [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 702.02.C of the Standard Specifications for Construction].
-Non-shrink mortar and grout must not be used in contact with prestressing tendons or other highly stressed steel, however; may be used for recessed stress pockets on the fascia of beams being post-tensioned.
+. Requirements:
-Non-shrink grout may also be used for dowels and anchor bolts and under level plates and bearings.  The non-shrink grouts are a premixed material listed in section [http://michigan.gov/documents/MDOT-Material_Source_Guide_Qualified_Products_84764_7.pdf 702.02B of Qualified Products List (QPL) found in the MDOT Materials Source Guide].  Water is added to the premixed, approved product as directed by the manufacturer to achieve the desired consistency while maintaining the minimum required compressive strength.
+No sand is to be used in the grout mixture.
-Expansive grout, Type E-1, is used for filling the void around post-tensioned tendons in precast concrete box beams.  The grout must be proportioned as specified in subsection [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf 702.02.C of the Standard Specifications for Construction].
+The grout will attain a 28-day minimum compressive strength of 3000 psi, according to ASTM C 942, however; the grout must be proportioned by MDOT specifications.
-'''Requirements:'''
+The expansive admixture, including any plasticizing or water reducing agent, must not contain chloride ions >0.50 percent by admixture weight nor any fluorides, sulfides, nitrates or thixotropic additives, or chemicals that may contribute to stress corrosion in steel.
-{{top}}
+The admixture may be in liquid or solid form.
 ==[[#CONSTRUCTION|CONSTRUCTION]]==

@@ Line 4: / Line 4: @@
 <center><span STYLE="font: 40pt arial;">'''Mortar and Grout'''</span></center>
-<center>[https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 702]</center>
+<center>[http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 702]</center>
 <center><span style="color: red;"><span STYLE="font: 40pt arial;">'''Section Under Revision'''</span></span></center>
@@ Line 27: / Line 27: @@
 ==[[#MATERIALS|MATERIALS]]==
-Materials must be selected in accordance with [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 subsection 702.02 of the Standard Specifications for Construction].
+Materials must be selected in accordance with [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf subsection 702.02 of the Standard Specifications for Construction].
 {| class="wikitable"
@@ Line 33: / Line 33: @@
 ! Materials !! Requirements
 |-
-| Portland Cement Type I, Type IA || 901
+| Portland Cement Type I, Type IA || [http://mdotcf.state.mi.us/public/specbook/files/2003/901%20Cement%20and%20Lime.pdf 901]
 |-
-| Masonry Cement Type N, Type S, Type M || 901
+| Masonry Cement Type N, Type S, Type M || [http://mdotcf.state.mi.us/public/specbook/files/2003/901%20Cement%20and%20Lime.pdf 901]
 |-
-| Hydrated Lime Type S, Type SA || 901
+| Hydrated Lime Type S, Type SA || [http://mdotcf.state.mi.us/public/specbook/files/2003/901%20Cement%20and%20Lime.pdf 901]
 |-
-| Air - Entraining Admixture|| 901
+| Air - Entraining Admixture|| [http://mdotcf.state.mi.us/public/specbook/files/2003/901%20Cement%20and%20Lime.pdf 901]
 |-
-| Fine Aggregate 2NS, 2MS|| 902
+| Fine Aggregate 2NS, 2MS|| [http://mdotcf.state.mi.us/public/specbook/files/2003/902%20Aggregates.pdf 902]
 |-
-| Water|| 911
+| Water|| [http://mdotcf.state.mi.us/public/specbook/files/2003/911%20Water.pdf 911]
 |}
 {| class="wikitable"
@@ Line 49: / Line 49: @@
 ! Specialized Materials For...!! See Subsection
 |-
-| Non-shrinking Mortars and Grouts || 702.03.B
+| Non-shrinking Mortars and Grouts || [http://mdotcf.state.mi.us/public/specbook/files/2003/702%20Mortar%20and%20Grout.pdf 702.03.B]
 |-
-| Expansive Grouts || 702.03.C
+| Expansive Grouts || [http://mdotcf.state.mi.us/public/specbook/files/2003/702%20Mortar%20and%20Grout.pdf 702.03.C]
 |}
 ===[[#MIXTURE REQUIREMENTS|MIXTURE REQUIREMENTS]]===
@@ Line 58: / Line 60: @@
 ====[[#Standard Mortars and Grouts|Standard Mortars and Grouts]]====
-The cement and fine aggregates must be proportioned by weight for batches of 1 cubic yard or more, and may be proportioned by weight or volume for smaller batches.  [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 Tables 702.01A and 702.01B] of the Standard Specifications for Construction give the mix proportioning information for standard mortars (R-2 & R-3) and grout (R-1).  Water is added in amounts necessary to obtain the consistency required for the work.
+The cement and fine aggregates must be proportioned by weight for batches of 1 cubic yard or more, and may be proportioned by weight or volume for smaller batches.  [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf Tables 702.01A and 702.01B] of the Standard Specifications for Construction give the mix proportioning information for standard mortars (R-2 & R-3) and grout (R-1).  Water is added in amounts necessary to obtain the consistency required for the work.
 {{top}}
@@ Line 71: / Line 73: @@
 ====[[#Expansive Grout, Type E-1|Expansive Grout, Type E-1]]====
-Expansive grout, Type E-1, is used for filling the void around post-tensioned tendons in precast concrete box beams.  The grout must be proportioned as specified in subsection [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 702.02.C of the Standard Specifications for Construction].
+Expansive grout, Type E-1, is used for filling the void around post-tensioned tendons in precast concrete box beams.  The grout must be proportioned as specified in subsection [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf 702.02.C of the Standard Specifications for Construction].
 '''Requirements:'''

@@ Line 4: / Line 4: @@
 <center><span STYLE="font: 40pt arial;">'''Mortar and Grout'''</span></center>
-<center>[http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 702]</center>
+<center>[https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 702]</center>
 <center><span style="color: red;"><span STYLE="font: 40pt arial;">'''Section Under Revision'''</span></span></center>
@@ Line 27: / Line 27: @@
 ==[[#MATERIALS|MATERIALS]]==
-Materials must be selected in accordance with [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf subsection 702.02 of the Standard Specifications for Construction].
+Materials must be selected in accordance with [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 subsection 702.02 of the Standard Specifications for Construction].
 {| class="wikitable"
@@ Line 58: / Line 58: @@
 ====[[#Standard Mortars and Grouts|Standard Mortars and Grouts]]====
-The cement and fine aggregates must be proportioned by weight for batches of 1 cubic yard or more, and may be proportioned by weight or volume for smaller batches.  [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf Tables 702.01A and 702.01B] of the Standard Specifications for Construction give the mix proportioning information for standard mortars (R-2 & R-3) and grout (R-1).  Water is added in amounts necessary to obtain the consistency required for the work.
+The cement and fine aggregates must be proportioned by weight for batches of 1 cubic yard or more, and may be proportioned by weight or volume for smaller batches.  [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 Tables 702.01A and 702.01B] of the Standard Specifications for Construction give the mix proportioning information for standard mortars (R-2 & R-3) and grout (R-1).  Water is added in amounts necessary to obtain the consistency required for the work.
 {{top}}
@@ Line 71: / Line 71: @@
 ====[[#Expansive Grout, Type E-1|Expansive Grout, Type E-1]]====
-Expansive grout, Type E-1, is used for filling the void around post-tensioned tendons in precast concrete box beams.  The grout must be proportioned as specified in subsection [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf 702.02.C of the Standard Specifications for Construction].
+Expansive grout, Type E-1, is used for filling the void around post-tensioned tendons in precast concrete box beams.  The grout must be proportioned as specified in subsection [https://mdotjboss.state.mi.us/SpecProv/getDocumentById.htm?docGuid=60a73bb3-b768-4d1f-9c13-1c95c8ffb512&fileName=%22702%20Mortar%20and%20Grout.pdf%22 702.02.C of the Standard Specifications for Construction].
-. Requirements:
+'''Requirements:'''
+*No sand is to be used in the grout mixture.
-No sand is to be used in the grout mixture.
+*The grout will attain a 28-day minimum compressive strength of 3000 psi, according to ASTM C 942, however; the grout must be proportioned by MDOT specifications.
+*The expansive admixture, including any plasticizing or water reducing agent, must not contain chloride ions >0.50 percent by admixture weight nor any fluorides, sulfides, nitrates or thixotropic additives, or chemicals that may contribute to stress corrosion in steel.
-The grout will attain a 28-day minimum compressive strength of 3000 psi, according to ASTM C 942, however; the grout must be proportioned by MDOT specifications.
+*The admixture may be in liquid or solid form.
 {{top}}

@@ Line 10: / Line 10: @@
-==[[#702.01 GENERAL|702.01 GENERAL]]==
+==[[#GENERAL|GENERAL]]==
 Mortar and/or grout are a mixture of cement, fine aggregate, admixtures (if required) and water.  Though mortar and grout are comprised of the same materials, a mortar is stiff and holds its shape, while a grout is fluid and is able to flow into small voids and may be pumped into final position via pressure.  Mortars are used to fix small concrete spalls, or in brick or block construction.  Grout is used to flow into small voids, anchor dowels and/or provide cover for post tensioning rods and tendons.  Grout can be pumped through grout pumps and typically used for post tensioning operations and establishing bearing above and below bridge bearings, beam top flanges, or in other difficult to reach areas.
@@ Line 26: / Line 26: @@
 {{top}}
-==[[#702.02 MATERIALS|702.02 MATERIALS]]==
+==[[#MATERIALS|MATERIALS]]==
 Materials must be selected in accordance with [http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf subsection 702.02 of the Standard Specifications for Construction].
@@ Line 54: / Line 54: @@
 |}
-==[[#702.03 MIXTURE REQUIREMENTS|702.03 MIXTURE REQUIREMENTS]]==
+===[[#702.03 MIXTURE REQUIREMENTS|702.03 MIXTURE REQUIREMENTS]]===
 '''A.Standard Mortars and Grouts'''

← Older revision		Revision as of 14:34, 5 September 2014
Line 6:		Line 6:
	<center>[http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 702]</center>		<center>[http://mdotcf.state.mi.us/public/specbook/files/2012/702%20Mortar%20and%20Grout.pdf 2012 STANDARD SPECIFICATIONS FOR CONSTRUCTION - SECTION 702]</center>

−	<center><span STYLE="font: ~~15pt~~ arial; ~~style="color: red~~">'''~~Sections~~ Under ~~Construction: "Construction" and "Measurement and Payment"~~ '''</span></center>	+	<center><span style="color: red;"><span STYLE="font: 40pt arial;">'''Section Under Revision'''</span></span></center>