Difference between revisions of "Category:1066 Mortars and Grout"

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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. 
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==1066.1 Procedure==
 
 
 
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 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 <sub><math>\mu\,</math></sub>m) sieve requirement does not apply.
 
 
 
'''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.
 
 
 
'''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 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.
 
 
 
==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."
 
 
 
==1066.3 Sample Record==
 
 
 
Reports are to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in [[106.8 Reporting Test Results|106.8 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.
 
 
 
Cement shall be reported as described in [[:category:1019 Cement|1019 Cement]].
 
 
 
==1066.4 Qualified Non-Metallic Expansive Mortars==
 
 
 
{| border="1" class="wikitable" style="margin: 1em auto 1em auto"
 
|+ ''Qualified Non-Metallic Expansive Mortars (1066MREM)''
 
! style="background:#BEBEBE" |Brand Name!!style="background:#BEBEBE"|Manufacturer
 
 
|-
 
|-
|1107 Advantage (2/97)|| Dayton Superior
+
|'''Approved Products'''
4226 Kansas Ave.
 
 
Kansas City, KS 66106
 
 
|-
 
|-
| Bonsal Construction Grout, non-metallic (6/98)|| Bonsal American
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|[https://www.modot.org/media/536 Qualified Non-Metallic Expansive Mortars and Grout]
8201 Arrowridge Blvd.
 
 
 
Charlotte, NC 28273
 
 
|-
 
|-
|Bonsal C 1107 (2/05)||Bonsal American
+
|'''MGS Information'''
8201 Arrowridge Blvd.
 
 
 
Charlotte, NC 28273
 
 
|-
 
|-
|Bonsal F 77 (2/05)||Bonsal American
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|[https://www.modot.org/general-services-specifications-mgs-subject Current General Services Specifications (MGS) By Subject]
8201 Arrowridge Blvd.
+
|}
  
Charlotte, NC 28273
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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.  
|-
 
|Bonsal High Strength Precision Grout (2/05)|| Bonsal American
 
8201 Arrowridge Blvd.
 
  
Charlotte, NC 28273
+
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]].
|-
 
|Burke Multi Purpose Grout (8/04)||Burke By Edoco
 
4226 Kansas Ave.
 
  
Kansas City, KS 66106
+
==1066.1 Procedure==
|-
 
|Burke Non Ferrous Non Shrink Grout (8/04)||Burke By Edoco
 
4226 Kansas Ave.
 
  
Kansas City, KS 66106
+
The components of mortar or grout are to be inspected and reported.
|-
 
|Burke V/O Patch (8/04)||Burke By Edoco
 
4226 Kansas Ave.
 
  
Kansas City, KS 66106
+
'''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]].
|-
 
|Conpatch V/O Grout (11/94)||Conspec Mktg & Mfg Co., Inc.
 
636 South 66th Terrace
 
  
Kansas City, KS 66111
+
'''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.
|-
+
[[image:1066.1.jpg|right|475px]]
|Conspec Enduro 50 Grout (6/98)||Conspec Mktg & Mfg Co. Inc.
+
'''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).
  
636 South 66th Terrace
+
'''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.
  
Kansas City, KS 66111
+
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.
|-
 
|Conspec 100 Non-Shrink Grout (6/98)||Conspec Mktg & Mfg Co. Inc.
 
  
636 South 66th Terrace
+
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.
  
Kansas City, KS 66111
+
==1066.2 Mix Design==
|-
 
|CRD-621 Grout (6/98)||Cemproco, Ltd.
 
3340 South Zuni Street
 
  
Englewood, CO 80110
+
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."
|-
 
|Crystex (6/98)||L&M Construction Chemicals, Inc
 
  
14852 Calhoun Rd.
+
==1066.3 Sample Record==
 
 
Omaha, NE 68151
 
|-
 
|CW 100 Precision Grout (6/98)||Carter-Waters Corp.
 
 
 
P. O. Box 412676
 
 
 
Kansas City, MO 64141
 
|-
 
|Duragrout Non-Shrink Grout (6/98)||Construction Chemicals, Inc.
 
 
 
14851 Calhoun Road
 
 
 
Omaha, NE 68152
 
|-
 
|DURO-FLO Grout (6/98) ||Preco Industries Limited
 
 
 
55 Skyline Drive
 
 
 
Plainview, NY 11803
 
|-
 
|Euco N-S Grout (5/95) ||The Euclid Chemical Company
 
 
 
19218 Redwood Road
 
 
 
Cleveland, OH 44110-2799
 
|-
 
|Five-Star Non-Shrink Grout (6/98) ||U.S Grout Corporation
 
 
 
West End Avenue
 
 
 
Old Greenwich, CT 06870
 
|-
 
|FX-228 (6/98) ||Fox Industries, Inc.
 
 
 
3100 Falls Cliff Road
 
 
 
Baltimore, MD 21211
 
|-
 
|Gilco Non-Shrink Grout (6/98)||Cormix Construction Chemicals
 
2200 E. Devon Ave. #111
 
 
 
Des Plaines, IL 60018
 
|-
 
|Horn Non-corrosive Non-Shrink (6/98) ||Grout Tamms Industries
 
 
 
7405 Production Drive
 
 
 
Mentor, OH 44060
 
|-
 
|LOKSET Cartridge (6/98)||Celtite, Inc.
 
 
 
150 Carley Court
 
 
 
Georgetown, KY 40324
 
|-
 
|Masterflow 713 Grout (6/98)||Master Builders
 
 
 
23700 Chagrin Blvd
 
 
 
Cleveland, OH 44118
 
|-
 
|NBEC Non-Shrink Grout (6/98)||The NBEC Corporation
 
P.O. Box 1700
 
 
 
Samp Mortar Station
 
 
 
Greenfield Hill, CT 06430
 
|-
 
|Pro Grout 90 (6/98)||CGM, Inc.
 
 
 
1445 Ford Road
 
 
 
Bensalem, PA 19020
 
|-
 
|Pro Grout 100 (4/99)||CGM, Inc.
 
 
 
1445 Ford Road
 
 
 
Bensalem, PA 19020
 
|-
 
|Quikrete Non-Shrink Grout #1585 (6/98)||The Quikrete Companies
 
 
 
500 Marathon Parkway
 
 
 
Lawrenceville, GA 30045
 
|-
 
|Richmond Multi-Purpose Grout (8/00)||Dayton/Richmond Concrete Accessories
 
 
 
5025 Easton Road
 
 
 
St. Joseph, MO 64507
 
|-
 
|Sealtight 588 (6/98)||W. R. Meadows, Inc.
 
 
 
P.O. Box 543
 
 
 
Elgin, IL 60121
 
|-
 
|Set Non-Shrink Grout (6/98)||Master Builders, Inc.
 
 
 
23700 Chagrin Boulevard
 
 
 
Cleveland, OH 44122
 
|-
 
|Sika Grout 212, Non-Shrink, Non-Metallic (6/98)||Sika Corporation
 
 
 
201 Polito Avenue
 
 
 
Lyndhurst, NJ 07071
 
|-
 
|Specco Superb 611 (5/95)||Specco Industries
 
 
 
13087 Main Street
 
 
 
Lemont, IL 60439
 
|-
 
|Supreme Non-Shrink Grout (6/98)||Cormix Construction Chemicals
 
 
 
2200 E. Devon Ave. #111
 
 
 
Des Plaines, IL 60018
 
|-
 
|Sure-Grip High Performance Grout (6/98)||Dayton Superior Corporation
 
4226 Kansas Ave.
 
 
 
Kansas City, KS 66106
 
|-
 
|Symons General-Purpose (6/98)||Symons Corporation
 
200 E. Touhy Avenue
 
 
 
P. O. Box 5018
 
 
 
Des Plaines, IL 60017-5018
 
|-
 
|Symons Multi-Purpose Construction Grout (6/98)||Symons Corporation
 
200 E. Touhy Avenue
 
 
 
P. O. Box 5018
 
 
 
Des Plaines, IL 60017-5018
 
|-
 
|Symons Ultra-Purpose Grout (6/98)||Symons Corporation
 
 
 
200 E. Touhy Avenue
 
 
 
P. O. Box 5018
 
 
 
Des Plaines, IL 60017-5018
 
|-
 
|Unigrout (8/04)||Universal Form Clamp
 
 
 
840 South 25th Ave.
 
  
Bellwood, IL 60104
+
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.
|-
 
|UPCON High Flow Grout (6/98)||UPCON Company
 
  
4805 Lexington Avenue
+
Sand, hydrated lime, unpolished aluminum powder and non-metallic expansive mortars shall be reported through AWP.
  
Cleveland, OH
+
Cement shall be reported as described in [[:category:1019 Cement|EPG 1019 Cement]].
|-
 
|Utility Grout (6/98)||Dayton Superior Corporation
 
 
 
4226 Kansas Ave.
 
 
 
Kansas City, KS 66106
 
|-
 
|Zip Crete (6/98)||Texas Industries, Inc.
 
 
 
1640 Guinotte
 
 
 
Kansas City, KS 64120
 
|}
 

Latest revision as of 10:46, 3 March 2023

Approved Products
Qualified Non-Metallic Expansive Mortars and Grout
MGS Information
Current General Services Specifications (MGS) By Subject

This article establishes procedures for inspecting and reporting grout and mortars and designing mixture. Refer to Sec 1066 for MoDOT’s specifications.

For Laboratory testing and sample reporting procedures, refer to EPG 1066.4 Laboratory Testing Guidelines for Sec 1066.

1066.1 Procedure

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 EPG 1019 Cement.

Mortar for Grout (for Sec 1066.2.2) Sand shall be clean and shall meet the quality requirements of Sec 1005 except the minus No. 200 (75 μm) sieve requirement does not apply.

1066.1.jpg

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.

Qualified expansive mortars complying with the requirements of 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 JSP-02-01 are listed in Qualified Rapid Set Concrete Patching Material. Refer to MSP 02-01 for more information regarding rapid set concrete patching materials.

1066.2 Mix Design

The proportions for the various grouts and mortars are specified in Sec 1066. The mix characteristics and batch weights (masses) may be calculated in the same manner as described for portland cement concrete in 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

Reports are to indicate acceptance, qualified acceptance, or rejection. Appropriate remarks, as described in 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 AWP.

Cement shall be reported as described in EPG 1019 Cement.

Articles in "1066 Mortars and Grout"

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