ACI 221.1R : 1998(R2008)
Current
Current
The latest, up-to-date edition.
REPORT ON ALKALI-AGGREGATE REACTIVITY
Available format(s)
Hardcopy , PDF
Language(s)
English
Published date
01-01-2008
Publisher
Important note : Users cannot be edited or removed once added to your Multi user PDF.This report is intended to provide information on ASR and ACR.
| DocumentType |
Standard
|
| ISBN |
9780870314940
|
| Pages |
31
|
| PublisherName |
American Concrete Institute
|
| Status |
Current
|
| Supersedes |
| ASTM C 151 : 2005 | Standard Test Method for Autoclave Expansion of Hydraulic Cement |
| ASTM C 586 : 2011 : REDLINE | TEST METHOD FOR POTENTIAL ALKALI REACTIVITY OF CARBONATE ROCKS AS CONCRETE AGGREGATES (ROCK-CYLINDER METHOD) |
| ACI 515.1R : 1985 | GUIDE TO THE USE OF WATERPROOFING, DAMPPROOFING, PROTECTIVE, AND DECORATIVE BARRIER SYSTEMS FOR CONCRETE |
| ASTM C 1260 : 2014 : REDLINE | Standard Test Method for Potential Alkali Reactivity of Aggregates (Mortar-Bar Method) |
| ACI 503R : 1993 | USE OF EPOXY COMPOUNDS WITH CONCRETE |
| ASTM C 441 : 2005 | Standard Test Method for Effectiveness of Pozzolans or Ground Blast-Furnace Slag in Preventing Excessive Expansion of Concrete Due to the Alkali-Silica Reaction |
| ACI 234R : 2006 | GUIDE FOR THE USE OF SILICA FUME IN CONCRETE |
| ASTM C 1240 : 2015 : REDLINE | Standard Specification for Silica Fume Used in Cementitious Mixtures |
| ACI 201.3R : 1986 | GUIDE FOR MAKING A CONDITION SURVEY OF CONCRETE PAVEMENTS |
| ACI 504R : 90(R1997) | GUIDE TO SEALING JOINTS IN CONCRETE STRUCTURES |
| ACI 228.1R : 2003 | IN-PLACE METHODS TO ESTIMATE CONCRETE STRENGTH |
| ACI 212.3R : 2016 | REPORT ON CHEMICAL ADMIXTURES FOR CONCRETE |
| ACI 224.1R : 2007 | CAUSES, EVALUATION, AND REPAIR OF CRACKS IN CONCRETE STRUCTURES |
| ASTM C 342 : 1997 | Standard Test Method for Potential Volume Change of Cement-Aggregate Combinations (Withdrawn 2001) |
| ACI PRC-201.1 : 2008 | GUIDE FOR CONDUCTING A VISUAL INSPECTION OF CONCRETE IN SERVICE |
| ACI 207.3R : 1994 | REPORT ON PRACTICES FOR EVALUATION OF CONCRETE IN EXISTING MASSIVE STRUCTURES FOR SERVICE CONDITIONS |
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