ASTM C 494/C494M : 2017 : REDLINE
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
View Superseded by
Standard Specification for Chemical Admixtures for Concrete
28-08-2020
English
15-06-2017
Important note : All end users must be registered with an Account prior to user licenses being assigned.CONTAINED IN VOL. 04.02, 2017 Defines materials for use as chemical admixtures to be added to hydraulic-cement concrete mixtures in the field for the purpose or purposes indicated for the eight types as follows: 1) Type A - Water-reducing admixtures, 2) Type B - Retarding admixtures, 3) Type C - Accelerating admixtures, 4) Type D - Water-reducing and retarding admixtures, 5) Type E - Water-reducing and accelerating admixtures, 6) Type F - Water-reducing, high range admixtures, 7) Type G - Water-reducing, high range, and retarding admixtures, and 8) Type S - Specific performance admixtures.
| Committee |
C 09
|
| DevelopmentNote |
Supersedes ASTM C 494. (08/2001)
|
| DocumentType |
Redline
|
| Pages |
12
|
| PublisherName |
American Society for Testing and Materials
|
| Status |
Superseded
|
| SupersededBy |
1.1This specification covers materials for use as chemical admixtures to be added to hydraulic-cement concrete mixtures in the field for the purpose or purposes indicated for the eight types as follows:
1.1.1Type A—Water-reducing admixtures,
1.1.2Type B—Retarding admixtures,
1.1.3Type C—Accelerating admixtures,
1.1.4Type D—Water-reducing and retarding admixtures,
1.1.5Type E—Water-reducing and accelerating admixtures,
1.1.6Type F—Water-reducing, high range admixtures,
1.1.7Type G—Water-reducing, high range, and retarding admixtures, and
1.1.8Type S—Specific performance admixtures.
1.2This specification stipulates tests of an admixture with suitable concreting materials as described in 11.1 – 11.3 or with cement, pozzolan, aggregates, and an air-entraining admixture proposed for specific work (11.4). Unless specified otherwise by the purchaser, the tests shall be made using concreting materials as described in 11.1 – 11.3.
Note 1:It is recommended that, whenever practicable, tests be made using the cement, pozzolan, aggregates, air-entraining admixture, and the mixture proportions, batching sequence, and other physical conditions proposed for the specific work (11.4) because the specific effects produced by chemical admixtures may vary with the properties and proportions of the other ingredients of the concrete. For instance, Types F and G admixtures may exhibit much higher water reduction in concrete mixtures having higher cement factors than that listed in 12.1.1.
Mixtures having a high range water reduction generally display a higher rate of slump loss. When high-range admixtures are used to impart increased workability (6 to 8-in. slump [150 to 200–mm]), the effect may be of limited duration, reverting to the original slump in 30 to 60 min depending on factors normally affecting rate of slump loss. The use of chemical admixtures to produce high-slump (flowing) concrete is covered by Specification C1017/C1017M.
Note 2:The purchaser should ensure that the admixture supplied for use in the work is equivalent in composition to the admixture subjected to test under this specification (see Section 6, Uniformity and Equivalence).
Note 3:Admixtures that contain relatively large amounts of chloride may accelerate corrosion of prestressing steel. Compliance with the requirements of this specification does not constitute assurance of acceptability of the admixture for use in prestressed concrete.
1.3This specification provides for three levels of testing.
1.3.1Level 1—During the initial approval stage, proof of compliance with the performance requirements defined in Table 1 demonstrates that the admixture meets the requirements of this specification. Admixtures (except for Types B, C, E, and S) shall qualify for provisional compliance when the physical requirements and any of the alternative compressive strength requirements in Table 1 are met. If subsequent test results at six months or one year fail to meet the standard requirement of 100 % of reference strength, the compliance of the admixture to this standard is withdrawn and all users of the admixture shall be notified immediately. Uniformity and equivalence tests of Section 6 shall be carried out to provide results against which later comparisons can be made (see Note 4).
TABLE 1 Physical RequirementsA
| Type A, | Type B, | Type C, | Type D, | Type E, | Type F, | Type G, | Type S | |
| Water content, max, % of control | 95 | ... | ... | 95 | 95 | 88 | 88 | ... |
| Time of setting, allowable deviation from control, h:min: | ||||||||
| Initial: at least | ... | 1:00 later | 1:00 earlier | 1:00 later | 1:00 earlier | ... | 1:00 later | |
| not more than | 1:00 earlier | 3:30 later | 3:30 earlier | 3:30 later | 3:30 earlier | 1:00 earlier | 3:30 later | 1:00 earlier |
| Final: at least | ... | ... | 1:00 earlier | ... | 1:00 earlier | ... | ... | |
| not more than | 1:00 earlier | 3:30 later | ... | 3:30 later | ... | 1:00 earlier | 3:30 later | 1:00 earlier |
| Compressive strength, min, % of control:B | ||||||||
| 1 day | ... | ... | ... | ... | ... | 140 | 125 | ... |
| 3 days | 110 | 90 | 125 | 110 | 125 | 125 | 125 | 90 |
| 7 days | 110 | 90 | 100 | 110 | 110 | 115 | 115 | 90 |
| 28 days | 110 | 90 | 100 | 110 | 110 | 110 | 110 | 90 |
| 90 days | (117)C | n/a | n/a | (117)C | n/a | (117)C | (117)C | n/a |
| 6 months | 100 | 90 | 90 | 100 | 100 | 100 | 100 | 90 |
| 1 year | 100 | 90 | 90 | 100 | 100 | 100 | 100 | 90 |
| Flexural strength, min, % control:B | ||||||||
| 3 days | 100 | 90 | 110 | 100 | 110 | 110 | 110 | 90 |
| 7 days | 100 | 90 | 100 | 100 | 100 | 100 | 100 | 90 |
| 28 days | 100 | 90 | 90 | 100 | 100 | 100 | 100 | 90 |
| Length change, max shrinkage (alternative requirements):D | ||||||||
| Percent of control | 135 | 135 | 135 | 135 | 135 | 135 | 135 | 135 |
| Increase over control | 0.010 | 0.010 | 0.010 | 0.010 | 0.010 | 0.010 | 0.010 | 0.010 |
| Relative durability | 80 | 80 | 80 | 80 | 80 | 80 | 80 | 80 |
Note 4:Allowing for provisional compliance while retaining longer term compressive strength requirements promotes more rapid qualification of new materials, but also provides assurance that new admixture technologies will not exhibit unexpected longer term performance. The alternative compressive strength requirements in Table 1 are based on statistical analysis of 103 Specification C494/C494M evaluation tests. The alternative requirements correspond to a 99 % probability of passing subsequent test age requirements.2
1.3.2Level 2—Limited retesting is described in 5.2 – 5.2.2. Proof of compliance with the requirements of Table 1 demonstrates continued conformity of the admixture with the requirements of the specification.
1.3.3Level 3—For acceptance of a lot or for measuring uniformity within or between lots, when specified by the purchaser, the uniformity and equivalence tests of Section 6 shall be used.
1.4The values stated in either SI units or inch-pound units are to be regarded separately as standard. The values stated in each system may not be exact equivalents; therefore, each system shall be used independently of the other. Combining values from the two systems may result in non-conformance with the standard.
1.5The text of this standard references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables and figures) shall not be considered as requirements of the standard.
1.6The following precautionary caveat pertains only to the test method sections, Sections 11 – 18 of this Specification: This standard does not purport to address all of the safety concerns, if any, associated with its use. It is the responsibility of the user of this standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
1.7This international standard was developed in accordance with internationally recognized principles on standardization established in the Decision on Principles for the Development of International Standards, Guides and Recommendations issued by the World Trade Organization Technical Barriers to Trade (TBT) Committee.
| ACI 330R : 2008 | GUIDE FOR THE DESIGN AND CONSTRUCTION OF CONCRETE PARKING LOTS |
| ACI 225R : 2019 | GUIDE TO THE SELECTION AND USE OF HYDRAULIC CEMENTS |
| ACI 363R : 2010 | REPORT ON HIGH-STRENGTH CONCRETE |
| ASTM C 928/C928M : 2013 : REDLINE | Standard Specification for Packaged, Dry, Rapid-Hardening Cementitious Materials for Concrete Repairs |
| ASTM C 654M : 2015 : REDLINE | SPECIFICATION FOR POROUS CONCRETE PIPE [METRIC] |
| ASTM C 1504M : 2016 : REDLINE | SPECIFICATION FOR MANUFACTURE OF PRECAST REINFORCED CONCRETE THREE-SIDED STRUCTURES FOR CULVERTS AND STORM DRAINS (METRIC) |
| ASTM C 387/C387M : 2017 : REDLINE | Standard Specification for Packaged, Dry, Combined Materials for Concrete and High Strength Mortar |
| ASTM C 913 : 2016-07 | SPECIFICATION FOR PRECAST CONCRETE WATER AND WASTEWATER STRUCTURES |
| ASTM C 1786 : 2018 : REDLINE | SPECIFICATION FOR SEGMENTAL PRECAST REINFORCED CONCRETE BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS DESIGNED ACCORDING TO AASHTO LRFD |
| ASTM F 2551 : 2009 | Standard Practice for Installing a Protective Cementitious Liner System in Sanitary Sewer Manholes |
| ASTM C 985 : 2015 : REDLINE | SPECIFICATION FOR NONREINFORCED CONCRETE SPECIFIED STRENGTH CULVERT, STORM DRAIN, AND SEWER PIPE |
| ASTM C 1293 : 2008 : REV B : R2015 | Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction |
| ASTM C 1582/C1582M : 2011 : R2017 : EDT 1 | Standard Specification for Admixtures to Inhibit Chloride-Induced Corrosion of Reinforcing Steel in Concrete |
| ASTM C 936/C936M : 2016-07 | SPECIFICATION FOR SOLID CONCRETE INTERLOCKING PAVING UNITS |
| ASTM C 1613 : 2017 : REDLINE | Standard Specification for Precast Concrete Grease Interceptor Tanks |
| ASTM C 505M : 2015 : REDLINE | SPECIFICATION FOR NONREINFORCED CONCRETE IRRIGATION PIPE WITH RUBBER GASKET JOINTS [METRIC] |
| ASTM C 1293 : 2008 : REV A | Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction |
| ASTM C 1240 : 2015 : REDLINE | Standard Specification for Silica Fume Used in Cementitious Mixtures |
| ASTM C 192/C192M : 2016-04 | PRACTICE FOR MAKING AND CURING CONCRETE TEST SPECIMENS IN THE LABORATORY |
| ASTM F 2480 : 2006 | Standard Guide for In-ground Concrete Skatepark |
| ASTM C 1438 : 2013 | Standard Specification for Latex and Powder Polymer Modifiers for use in Hydraulic Cement Concrete and Mortar |
| PIP STS02465 : 2012 | AUGERED CAST-IN-PLACE PILES INSTALLATION SPECIFICATION |
| ASTM C 1141/C1141M : 2015 : REDLINE | Standard Specification for Admixtures for Shotcrete |
| AASHTO TP 96 : 2013 (R2018) | METHOD OF TEST FOR PROTECTIVE SEALERS FOR PORTLAND CEMENT CONCRETE |
| ASTM C 1798 : 2016 | Standard Specification for Returned Fresh Concrete for Use in a New Batch of Ready-Mixed Concrete |
| ASTM C 915 : 1979 : R1995 | Standard Specification for Precast Reinforced Concrete Crib Wall Members |
| ACI 207.5R : 2011 | REPORT ON ROLLER-COMPACTED MASS CONCRETE |
| ACI ITG-4.1 : 2007 | SPECIFICATION FOR HIGH-STRENGTH CONCRETE IN MODERATE TO HIGH SEISMIC APPLICATIONS |
| ASTM C 915 : 1979 : R2002 | Standard Specification for Precast Reinforced Concrete Crib Wall Members |
| CSA S448.1 : 2010 : R2015 | REPAIR OF REINFORCED CONCRETE IN BUILDINGS AND PARKING STRUCTURES |
| ASTM C 935 : 2013 | Standard Specification for General Requirements for Prestressed Concrete Poles Statically Cast |
| CSA A220 SERIES : 2006 : INC : UPD 4 : 2010 : R2012 | CONCRETE ROOF TILES |
| CSA S448.1 : 2010 | REPAIR OF REINFORCED CONCRETE IN BUILDINGS AND PARKING STRUCTURES |
| CSA A220 SERIES : 2006 : INC : UPD 4 : 2010 | CONCRETE ROOF TILES |
| ACI 560R : 2016 | REPORT ON DESIGN AND CONSTRUCTION WITH INSULATING CONCRETE FORMS (ICFS) |
| ACI 225R : 2016 | GUIDE TO THE SELECTION AND USE OF HYDRAULIC CEMENTS |
| AWWA C602 : 2017 | CEMENT-MORTAR LINING OF WATER PIPELINES IN PLACE - 4 INCH (100 MM) AND LARGER |
| AWWA C303 : 2017 | CONCRETE PRESSURE PIPE, BAR-WRAPPED, STEEL-CYLINDER TYPE |
| ACI 306R : 2016 | GUIDE TO COLD WEATHER CONCRETING |
| ACI 301 : 2016 | SPECIFICATIONS FOR STRUCTURAL CONCRETE |
| ACI 371R : 2016 | GUIDE FOR THE ANALYSIS, DESIGN, AND CONSTRUCTION OF ELEVATED CONCRETE AND COMPOSITE STEEL-CONCRETE WATER STORAGE TANKS |
| ASTM C 654 : 2015 : REDLINE | SPECIFICATION FOR POROUS CONCRETE PIPE |
| ASTM C 1818 : 2015 | Standard Specification for Synthetic Fiber Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe |
| ASTM C 1433M : 2018 : REDLINE | SPECIFICATION FOR PRECAST REINFORCED CONCRETE MONOLITHIC BOX SECTIONS FOR CULVERTS, STORM DRAINS, AND SEWERS (METRIC) |
| ASTM C 412 : 2015 : REDLINE | SPECIFICATION FOR CONCRETE DRAIN TILE |
| ASTM C 1670 : 2013 | Standard Specification for Adhered Manufactured Stone Masonry Veneer (AMSMV) Units |
| ASTM F 2480 : 2006 : R2012 | Standard Guide for In-ground Concrete Skatepark |
| ASTM C 478 : 2018 : REDLINE | SPECIFICATION FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS |
| ASTM C 1776/C1776M : 2017 | Standard Specification for Wet-Cast Precast Modular Retaining Wall Units |
| ASTM F 2480: 2006 | GUIDE FOR IN-GROUND CONCRETE SKATEPARK |
| ASTM C 825 : 2006 : R2011 | Standard Specification for Precast Concrete Barriers |
| ASTM C 1492 : 2003 | Standard Specification for Concrete Roof Tile |
| ASTM F 1703 : 2013 : REDLINE | Standard Guide for Skating and Ice Hockey Playing Facilities |
| ASTM C 1492 : 2003 : R2016 | Standard Specification for Concrete Roof Tile |
| ASTM C 685/C685M : 2017 : REDLINE | Standard Specification for Concrete Made by Volumetric Batching and Continuous Mixing |
| ASTM C 1504 : 2016 : REDLINE | SPECIFICATION FOR MANUFACTURE OF PRECAST REINFORCED CONCRETE THREE-SIDED STRUCTURES FOR CULVERTS AND STORM DRAINS |
| CSA A179 : 2014 | MORTAR AND GROUT FOR UNIT MASONRY |
| ASTM C 1804 : 2014 : EDT 1 | Standard Specification for Spun Cast Prestressed Concrete Bases for Tapered Steel Lighting Poles |
| AWWA C301 : 2014 | PRESTRESSED CONCRETE PRESSURE PIPE, STEEL-CYLINDER TYPE |
| ASTM C 1646/C1646M : 2016 : REDLINE | Standard Practice for Making and Curing Test Specimens for Evaluating Resistance of Coarse Aggregate to Freezing and Thawing in Air-Entrained Concrete |
| ASTM C 1622/C1622M : 2010 : R2016 : EDT 1 | Standard Specification for Cold-Weather Admixture Systems |
| ASTM C 412M : 2015 : REDLINE | SPECIFICATION FOR CONCRETE DRAIN TILE [METRIC] |
| ASTM C 118 : 2015 : REDLINE | SPECIFICATION FOR CONCRETE PIPE FOR IRRIGATION OR DRAINAGE |
| ACI 318 : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE AND COMMENTARY |
| ACI 362.1R : 2012 | GUIDE FOR THE DESIGN AND CONSTRUCTION OF DURABLE CONCRETE PARKING STRUCTURES |
| ACI 376M : 2011 | CODE REQUIREMENTS FOR DESIGN AND CONSTRUCTION OF CONCRETE STRUCTURES FOR THE CONTAINMENT OF REFRIGERATED LIQUEFIED GASES (METRIC) |
| ACI 549.3R : 2009 | REPORT ON GLASS FIBER-REINFORCED CONCRETE PREMIX |
| ACI 305R : 2010 | GUIDE TO HOT WEATHER CONCRETING |
| ACI 301M : 2016 | SPECIFICATIONS FOR STRUCTURAL CONCRETE |
| ACI 318M : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318M-14) AND COMMENTARY (ACI 318RM-14) |
| ACI PRC-363.2 : 2011 | GUIDE TO QUALITY CONTROL AND ASSURANCE OF HIGH-STRENGTH CONCRETE |
| ACI 350M : 2006 | METRIC CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY |
| ACI 533R : 2011 | GUIDE FOR PRECAST CONCRETE WALL PANELS |
| ACI 350 : 2006 | CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY |
| ACI 543R : 2012 | GUIDE TO DESIGN, MANUFACTURE, AND INSTALLATION OF CONCRETE PILES |
| ACI 345R : 2011 | GUIDE FOR CONCRETE HIGHWAY BRIDGE DECK CONSTRUCTION |
| ACI 222.3R : 2011 | GUIDE TO DESIGN AND CONSTRUCTION PRACTICES TO MITIGATE CORROSION OF REINFORCEMENT IN CONCRETE STRUCTURES |
| ACI 238.1R : 2008 | REPORT ON MEASUREMENTS OF WORKABILITY AND RHEOLOGY OF FRESH CONCRETE |
| ACI 350.5 : 2012 | SPECIFICATIONS FOR ENVIRONMENTAL CONCRETE STRUCTURES |
| ACI 524R : 2016 | GUIDE TO PORTLAND CEMENT-BASED PLASTER |
| ACI 506.2M : 2013 | SPECIFICATION FOR SHOTCRETE [METRIC] |
| ACI 223R : 2010 | GUIDE FOR THE USE OF SHRINKAGE-COMPENSATING CONCRETE |
| ACI 211.4R : 2008 | GUIDE FOR SELECTING PROPORTIONS FOR HIGH-STRENGTH CONCRETE USING PORTLAND CEMENT AND OTHER CEMENTITIOUS MATERIALS |
| ASTM C 478M : 2018 : REDLINE | SPECIFICATION FOR PRECAST REINFORCED CONCRETE MANHOLE SECTIONS (METRIC) |
| ASTM C 1731 : 2016 : REDLINE | Standard Specification for Concrete Floor Tile |
| ASTM C 1417 : 2015 : REDLINE | SPECIFICATION FOR MANUFACTURE OF REINFORCED CONCRETE SEWER, STORM DRAIN, AND CULVERT PIPE FOR DIRECT DESIGN |
| ASTM F 2551 : 2009 : R2016 | Standard Practice for Installing a Protective Cementitious Liner System in Sanitary Sewer Manholes |
| ASTM C 1227 : 2013 : REDLINE | Standard Specification for Precast Concrete Septic Tanks |
| ASTM C 1438 : 2013 : R2017 | Standard Specification for Latex and Powder Polymer Modifiers for use in Hydraulic Cement Concrete and Mortar |
| ASTM C 1417M : 2015 : REDLINE | SPECIFICATION FOR MANUFACTURE OF REINFORCED CONCRETE SEWER, STORM DRAIN, AND CULVERT PIPE FOR DIRECT DESIGN (METRIC) |
| ICC IBC CODE AND COMMENTARY VOLUME 2 : 2015 | IBC® Code and Commentary, Volume 2 |
| CSA S806: 2012 | DESIGN AND CONSTRUCTION OF BUILDING STRUCTURES WITH FIBRE-REINFORCED POLYMERS |
| ASTM F 1090 : 2015 : REDLINE | Standard Classification for Bank and Mercantile Vault Construction |
| ASTM C 1622/C1622M : 2010 | Standard Specification for Cold-Weather Admixture Systems |
| ASTM C 1439 : 2013 : REDLINE | Standard Test Methods for Evaluating Latex and Powder Polymer Modifiers for use in Hydraulic Cement Concrete and Mortar |
| ACI 549.3R : 2009 : R2017 | REPORT ON GLASS FIBER-REINFORCED CONCRETE PREMIX |
| ACI 211.2 : 1998 | SELECTING PROPORTIONS FOR STRUCTURAL LIGHTWEIGHT CONCRETE |
| AASHTO TP 96 : 2013 | METHOD OF TEST FOR PROTECTIVE SEALERS FOR PORTLAND CEMENT CONCRETE |
| ASTM C 1293 : 2008 : REV B | Standard Test Method for Determination of Length Change of Concrete Due to Alkali-Silica Reaction |
| ASTM C 1451 : 2018 : REDLINE | Standard Practice for Determining Variability of Concrete-Making Materials From a Single Source |
| ASTM C 1782/C1782M : 2017-07 | SPECIFICATION FOR UTILITY SEGMENTAL CONCRETE PAVING SLABS |
| ACI 376 : 2011 | CODE REQUIREMENTS FOR DESIGN AND CONSTRUCTION OF CONCRETE STRUCTURES FOR THE CONTAINMENT OF REFRIGERATED LIQUEFIED GASES AND COMMENTARY |
| ACI 360R : 2010 | GUIDE TO DESIGN OF SLABS-ON-GROUND |
| ACI 325.14R : 2017 | GUIDE FOR DESIGN AND PROPORTIONING OF CONCRETE MIXTURES FOR PAVEMENTS |
| ACI 311.5R : 2004 | GUIDE FOR CONCRETE PLANT INSPECTION AND TESTING OF READY-MIXED CONCRETE |
| ASTM C 915 : 1979 : R2010 | Standard Specification for Precast Reinforced Concrete Crib Wall Members |
| ASTM C 1837 : 2017 | Standard Specification for Production of Dry Cast Concrete Used for Manufacturing Pipe, Box, and Precast Structures |
| ASTM C 476 : 2016-07 | SPECIFICATION FOR GROUT FOR MASONRY |
| ASTM C 1433M : 2019 | Standard Specification for Precast Reinforced Concrete Monolithic Box Sections for Culverts, Storm Drains, and Sewers (Metric) |
| ASTM C 118M : 2015 : REDLINE | SPECIFICATION FOR CONCRETE PIPE FOR IRRIGATION OR DRAINAGE [METRIC] |
| ACI 522R : 2010(R2011) | REPORT ON PERVIOUS CONCRETE |
| ACI 522R : 2010 | REPORT ON PERVIOUS CONCRETE |
| ACI SP 314 : 2017 | ECO-EFFICIENT AND SUSTAINABLE CONCRETE INCORPORATING RECYCLED POST-CONSUMER AND INDUSTRIAL BYPRODUCTS |
| ACI 332.1R : 2006 | GUIDE TO RESIDENTIAL CONCRETE CONSTRUCTION |
| CSA A220 SERIES : 2006 | CONCRETE ROOF TILES |
| UFC 4-150-07 : Change 1 | UNIFIED FACILITIES CRITERIA - MAINTENANCE AND OPERATION: MAINTENANCE OF WATERFRONT FACILITIES |
| ACI 237R : 2007 | SELF-CONSOLIDATING CONCRETE |
| ACI 314R : 2016 | GUIDE TO SIMPLIFIED DESIGN FOR REINFORCED CONCRETE BUILDINGS |
| CSA N287.5 :2011 | EXAMINATION AND TESTING REQUIREMENTS FOR CONCRETE CONTAINMENT STRUCTURES FOR NUCLEAR POWER PLANTS |
| CSA A220 SERIES : 2006 : R2016 | CONCRETE ROOF TILES |
| ANSI/AWWA C300 : 2016 | REINFORCED CONCRETE PRESSURE PIPE, STEEL - CYLINDER TYPE |
| CSA A231.1/A231.2 : 2014(R2018) | PRECAST CONCRETE PAVING SLABS/PRECAST CONCRETE PAVERS |
| AWWA C302 : 2016 | REINFORCED CONCRETE PRESSURE PIPE, NONCYLINDER TYPE |
| ASTM C 1567 : 2013 : REDLINE | Standard Test Method for Determining the Potential Alkali-Silica Reactivity of Combinations of Cementitious Materials and Aggregate (Accelerated Mortar-Bar Method) |
| ASTM F 2480 : 2006 : R2017 | Standard Guide for In-ground Concrete Skatepark |
| ASTM C 1753 : 2015 | Standard Practice for Evaluating Early Hydration of Hydraulic Cementitious Mixtures Using Thermal Measurements |
| ASTM C 825 : 2006 | Standard Specification for Precast Concrete Barriers |
| ASTM C 1804 : 2014 | Standard Specification for Spun Cast Prestressed Concrete Bases for Tapered Steel Lighting Poles |
| ASTM C 505 : 2015 : REDLINE | SPECIFICATION FOR NONREINFORCED CONCRETE IRRIGATION PIPE WITH RUBBER GASKET JOINTS |
| ASTM C 666/C666M : 2015 : REDLINE | Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing |
| ASTM C 1492 : 2003 : R2009 | Standard Specification for Concrete Roof Tile |
| ASTM C 1846/C1846M : 2017 | Standard Specification for Performance Based Manufacture of Reinforced Concrete Culvert, Storm Drain, and Sewer Pipe |
| ASTM C 1582/C1582M : 2011 | Standard Specification for Admixtures to Inhibit Chloride-Induced Corrosion of Reinforcing Steel in Concrete |
| CSA A23.1 A23.2 : 2014 | CONCRETE MATERIALS AND METHODS OF CONCRETE CONSTRUCTION/TEST METHODS AND STANDARD PRACTICES FOR CONCRETE |
| PIP STE02465 : 2012 | AUGERED CAST-IN-PLACE PILES DESIGN GUIDE |
| ASTM C 403/C403M : 2016 : REDLINE | Standard Test Method for Time of Setting of Concrete Mixtures by Penetration Resistance |
| ASTM C 150/C150M : 2017-04 | SPECIFICATION FOR PORTLAND CEMENT |
| ACI 211.1 : 1991 | SELECTING PROPORTIONS FOR NORMAL, HEAVYWEIGHT AND MASS CONCRETE |
| ASTM C 192/C192M : 2016-04 | PRACTICE FOR MAKING AND CURING CONCRETE TEST SPECIMENS IN THE LABORATORY |
| ASTM C 666/C666M : 2015 : REDLINE | Standard Test Method for Resistance of Concrete to Rapid Freezing and Thawing |
| ASTM C 136/C136M : 2014 : REDLINE | Standard Test Method for Sieve Analysis of Fine and Coarse Aggregates |
| ASTM C 183/C183M : 2016 : REDLINE | Standard Practice for Sampling and the Amount of Testing of Hydraulic Cement |
| ASTM E 100 : 2017 : REDLINE | SPECIFICATION FOR ASTM HYDROMETERS |
| ASTM C 157/C157M : 2017 : REDLINE | Standard Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete |
| ASTM D 891 : 2009-04 | TEST METHODS FOR SPECIFIC GRAVITY, APPARENT, OF LIQUID INDUSTRIAL CHEMICALS |
| ASTM D 75/D75M : 2014 : REDLINE | Standard Practice for Sampling Aggregates |
Access your standards online with a subscription
Features
-
Simple online access to standards, technical information and regulations.
-
Critical updates of standards and customisable alerts and notifications.
-
Multi-user online standards collection: secure, flexible and cost effective.