Standard: ASTM A1035/A1035M
STANDARD SPECIFICATION FOR DEFORMED AND PLAIN, LOW-CARBON, CHROMIUM, STEEL BARS FOR CONCRETE REINFORCEMENT
This standard is available for individual purchase.
IHS Standards Expert subscription, simplifies and expedites the process for finding and managing standards by giving you access to standards from over 370 standards developing organizations (SDOs).FEATURES & BENEFITS
- Maximize product development and R&D with direct access to over 1.6 million standards
- Discover new markets: Identify unmet needs and discover next-generation technologies
- Improve quality by leveraging consistent standards to meet customer and market requirements
- Minimize risk: Mitigate liability and better understand compliance regulations
- Boost efficiency: Speed up research, capture and reuse expertise
HOW TO SUBSCRIBE
This specification covers deformed and plain lowcarbon, chromium, steel bars, in cut lengths and coils for concrete reinforcement. These bars are furnished in three alloy types depending on the chromium range content. The standard sizes and dimensions of deformed bars and their number designations are given in Table 12
Bars are of two minimum yield strength levels as defined in 9.2: namely, 100 000 psi [690 MPa], and 120 000 psi [830 MPa] designated as Grade 100  and Grade 120 , respectively.
Bars are furnished to three different chemical compositions, designated as Alloy Type CL, CM, and CS. Chemical compositions are shown in Table 2.
Plain bars, in sizes up to and including 2.25 in. [57.2 mm] 21⁄2 in. [63.5 mm] in diameter in coils and cut lengths, when ordered shall be furnished under this specification in Grade 100  and Grade 120 . For ductility properties (elongation and bending), test provisions of the nearest smaller nominal diameter deformed bar size shall apply. Requirements providing for deformations and marking shall not be applicable.
NOTE 1—Welding of the material in this specification should be approached with caution since no specific provisions have been included to enhance its weldability. When this steel is to be welded, a welding procedure suitable for the chemical composition and intended use or service should be used.
NOTE 2—Designers need to be aware that design codes and specifications may not recognize the use of the No. 20  bar, the largest bar size included in this specification. Structural members reinforced with No. 20  bars may require approval of the building official or other appropriate authority and require special detailing to ensure adequate performance at service and factored loads.
Requirements for alternate bar sizes are presented in Annex A1. The requirements in Annex A1 only apply when specified by the purchaser (see 4.2.4).
A supplementary requirement (S1) is provided for use where bend testing of bar designation Nos. 14 and 18 [43, 57], and bar designation Nos. 40, 50, and 60 in Annex A1, is required by the purchaser. The supplementary requirement applies only when specified in the purchase order.
The text of this specification 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 specification.
This specification is applicable for orders in either inch-pound units (as Specification A1035) or in SI units (as Specification A1035M).
The values stated in either inch-pound units or SI units are to be regarded separately as standard. Within the text, the SI units are shown in brackets. 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 specification.
MMFX Technologies Corporation has several patented materials (US Patents #6,273,968, #6,709,534, #7,118,637, #7,214,278) that meet this specification. Interested parties are invited to submit information regarding the identification of an alternative(s) to this patented item to the ASTM International Headquarters. Your comments will receive careful consideration at a meeting of the responsible technical committee,1 which you may attend.
*A Summary of Changes section appears at the end of this standard
|Document Number:||astm a1035/a1035m|
|Change Type:||COMPLETE REVISION|
|Most Recent Revision:||YES|
|Document #||Change Type||Update Date||Revision||Status|
|ASTM A1035/A1035M||Change Type: STCH||Update Date: 2016-03-01||Revision: 16A||Status: INAC|
|ASTM A1035/A1035M||Change Type: STCH||Update Date: 2016-01-15||Revision: 16||Status: INAC|
|ASTM A1035/A1035M||Change Type: STCH||Update Date: 2015-07-01||Revision: 15||Status: INAC|
|ASTM A1035/A1035M||Change Type: STCH||Update Date: 2014-03-01||Revision: 14||Status: INAC|
|ASTM A1035/A1035M||Change Type: STCH||Update Date: 2013-10-01||Revision: 13B||Status: INAC|
|ASTM A1035/A1035M||Change Type: STCH||Update Date: 2013-07-01||Revision: 13A||Status: INAC|
|ASTM A1035/A1035M||Change Type: STCH||Update Date: 2013-04-01||Revision: 13||Status: INAC|
|ASTM A1035/A1035M||Change Type: STCH||Update Date: 2011-09-01||Revision: 11||Status: INAC|
|ASTM A1035/A1035M||Change Type:||Update Date: 2009-10-01||Revision: 09||Status: INAC|