ASTM A 615/A615M : 2016-03
Superseded
Superseded
A superseded Standard is one, which is fully replaced by another Standard, which is a new edition of the same Standard.
SPECIFICATION FOR DEFORMED AND PLAIN CARBON-STEEL BARS FOR CONCRETE REINFORCEMENT
Published date
01-03-2016
Superseded date
07-08-2020
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CONTAINED IN VOL. 01.04, 2017 Defines deformed and plain carbon-steel bars in cut lengths and coils for concrete reinforcement.
| Committee |
A 01
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| DevelopmentNote |
Supersedes ASTM A 615M. (12/2001) Supersedes ASTM A 15. (04/2002) Supersedes A A 1003 (05/2003) Supersedes FED STD 48 (02/2004) Also numbered as AASHTO M 31M/M 31. (04/2015)
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| DocumentType |
Redline
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| PublisherName |
American Society for Testing and Materials
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| Status |
Superseded
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| Supersedes |
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| ASTM C 915 : 1979 : R2002 | Standard Specification for Precast Reinforced Concrete Crib Wall Members |
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| ASTM F 2480 : 2006 : R2012 | Standard Guide for In-ground Concrete Skatepark |
| ASCE 7 10 : 2011 | MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES |
| ASTM D 7205/D7205M : 2006 : R2011 | Standard Test Method for Tensile Properties of Fiber Reinforced Polymer Matrix Composite Bars |
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| ASTM C 825 : 2006 : R2011 | Standard Specification for Precast Concrete Barriers |
| ASTM C 1504 : 2016 : REDLINE | SPECIFICATION FOR MANUFACTURE OF PRECAST REINFORCED CONCRETE THREE-SIDED STRUCTURES FOR CULVERTS AND STORM DRAINS |
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| NACE SP 03 90 : 2009 | MAINTENANCE AND REHABILITATION CONSIDERATIONS FOR CORROSION CONTROL OF ATMOSPHERICALLY EXPOSED EXISTING STEEL-REINFORCED CONCRETE STRUCTURES |
| CTI ESG 153 : 0 | RECOMMENDED GUIDELINES FOR PORTLAND CEMENT CONCRETE FOR MECHANICAL DRAFT COOLING TOWERS |
| ASTM A 1078/A1078M : 2012 : EDT 1 | Standard Specification for Epoxy-Coated Steel Dowels for Concrete Pavement |
| ACI 330.1M : 2014 | SPECIFICATION FOR UNREINFORCED CONCRETE PARKING LOTS AND SITE PAVING (METRIC) |
| ACI 346M : 2009 | SPECIFICATION FOR CAST-IN-PLACE CONCRETE PIPE - METRIC |
| ACI 369R : 2011 | GUIDE FOR SEISMIC REHABILITATION OF EXISTING CONCRETE FRAME BUILDINGS AND COMMENTARY |
| ACI ITG-5.2 : 2009 | REQUIREMENTS FOR DESIGN OF A SPECIAL UNBONDED POST-TENSIONED PRECAST SHEAR WALL SATISFYING ACI ITG-5.1 (ACI ITG-5.2-09) AND COMMENTARY |
| ACI 311.4R : 2005 | GUIDE FOR CONCRETE INSPECTION |
| ACI 533R : 2011 | GUIDE FOR PRECAST CONCRETE WALL PANELS |
| ACI 318M : 2014 | BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318M-14) AND COMMENTARY (ACI 318RM-14) |
| ACI 307/307R : 2008 | CODE REQUIREMENTS FOR REINFORCED CONCRETE CHIMNEYS AND COMMENTARY |
| ACI 301M : 2016 | SPECIFICATIONS FOR STRUCTURAL CONCRETE |
| ACI 303R : 2012 | GUIDE TO CAST-IN-PLACE ARCHITECTURAL CONCRETE PRACTICE |
| ACI 222.3R : 2011 | GUIDE TO DESIGN AND CONSTRUCTION PRACTICES TO MITIGATE CORROSION OF REINFORCEMENT IN CONCRETE STRUCTURES |
| ACI 350.5 : 2012 | SPECIFICATIONS FOR ENVIRONMENTAL CONCRETE STRUCTURES |
| ACI 341.4R : 2016 | REPORT ON THE SEISMIC DESIGN OF BRIDGE COLUMNS BASED ON DRIFT |
| ACI 325.12R : 2002 | Guide for Design of Jointed Concrete Pavements for Streets and Local Roads<br> |
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| ASTM C 1417M : 2015 : REDLINE | SPECIFICATION FOR MANUFACTURE OF REINFORCED CONCRETE SEWER, STORM DRAIN, AND CULVERT PIPE FOR DIRECT DESIGN (METRIC) |
| ICC IRC CODE AND COMMENTARY VOLUME 2 : 2015 | IRC® Code and Commentary, Volume 2 |
| NASA KSC SPEC F 0009 : 1988 | DESIGN, FABRICATION, AND ERECTION OF SIGNS AT JOHN F. KENNEDY SPACE CENTER, SPECIFICATION FOR |
| ICC IBC CODE AND COMMENTARY VOLUME 2 : 2015 | IBC® Code and Commentary, Volume 2 |
| ASTM F 1247 : 1989 : R2005 | Standard Specification for Intrusion Resistant Generic Vault Structures |
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| ASTM F 1247 : 1989 : R1996 : EDT 1 | Standard Specification for Intrusion Resistant Generic Vault Structures |
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| ACI 523.2R : 1996 | GUIDE FOR PRECAST CELLULAR CONCRETE FLOOR, ROOF AND WALL UNITS |
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| ACI 408R : 2003 | BOND AND DEVELOPMENT OF STRAIGHT REINFORCING BARS IN TENSION |
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| ACI MNL 3 : 0 | GUIDE TO THE CODE FOR ASSESSMENT, REPAIR, AND REHABILITATION OF EXISTING CONCRETE STRUCTURES |
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| ASTM A 849 : 2015 : REDLINE | Standard Specification for Post-Applied Coatings, Pavings, and Linings for Corrugated Steel Sewer and Drainage Pipe |
| AWWA C301 : 2014 | PRESTRESSED CONCRETE PRESSURE PIPE, STEEL-CYLINDER TYPE |
| ACI 440.6M : 2008 : MET | SPECIFICATION FOR CARBON AND GLASS FIBER-REINFORCED POLYMER BAR MATERIALS FOR CONCRETE REINFORCEMENT |
| ACI 314R : 2016 | GUIDE TO SIMPLIFIED DESIGN FOR REINFORCED CONCRETE BUILDINGS |
| ACI 330.1 : 2014 | SPECIFICATION FOR UNREINFORCED CONCRETE PARKING LOTS AND SITE PAVING |
| ACI 350 : 2006 | CODE REQUIREMENTS FOR ENVIRONMENTAL ENGINEERING CONCRETE STRUCTURES AND COMMENTARY |
| NACE RP 03 95 : 0 | FUSION-BONDED EPOXY COATING OF STEEL REINFORCING BARS |
| ASCE 28 00 : 2001 | STANDARD PRACTICE FOR DIRECT DESIGN OF PRECAST CONCRETE BOX SECTIONS FOR JACKING IN TRENCHLESS CONSTRUCTION |
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| ASTM PS 62 : 1997 | Provisional Standard Specification for Precast Reinforced Concrete Box Sections for Culverts, Storm Drains, and Sewers (Withdrawn 1999) |
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| ASTM A 979/A979M : 2003 : R2009 | Standard Specification for Concrete Pavements and Linings Installed in Corrugated Steel Structures in the Field |
| ASTM G 109 : 2007 | Standard Test Method for Determining Effects of Chemical Admixtures on Corrosion of Embedded Steel Reinforcement in Concrete Exposed to Chloride Environments |
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| ASTM D 7617/D7617M : 2011 : R2017 | Standard Test Method for Transverse Shear Strength of Fiber-reinforced Polymer Matrix Composite Bars |
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| NACE SP 03 95 : 2013 | FUSION-BONDED EPOXY COATING OF STEEL REINFORCING BARS |
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| ASTM A 706/A706M : 2016 : REDLINE | Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement |
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