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About This Item
Full Description
1.1 This specification covers deformed and plain carbon-steel bars in cut lengths and coils for concrete reinforcement. Steel bars containing alloy additions, such as with the Association for Iron and Steel Technology and the Society of Automotive Engineers series of alloy steels, are permitted if the resulting product meets all the other requirements of this specification. The standard sizes and dimensions of deformed bars and their number designations are given in Table 1.
Bar Designation No. | Nominal Weight, lb/ft | Nominal DimensionsA | Deformation Requirements, in. [mm] | ||||
Diameter, | Cross-Sectional Area, | Perimeter, | Maximum | Minimum | Maximum Gap (Chord of 12.5 % of Nominal Perimeter) | ||
3 [10] | 0.376 [0.560] | 0.375 [9.5] | 0.11 [71] | 1.178 [29.9] | 0.262 [6.7] | 0.015 [0.38] | 0.143 [3.6] |
4 [13] | 0.668 [0.994] | 0.500 [12.7] | 0.20 [129] | 1.571 [39.9] | 0.350 [8.9] | 0.020 [0.51] | 0.191 [4.9] |
5 [16] | 1.043 [1.552] | 0.625 [15.9] | 0.31 [199] | 1.963 [49.9] | 0.437 [11.1] | 0.028 [0.71] | 0.239 [6.1] |
6 [19] | 1.502 [2.235] | 0.750 [19.1] | 0.44 [284] | 2.356 [59.8] | 0.525 [13.3] | 0.038 [0.97] | 0.286 [7.3] |
7 [22] | 2.044 [3.042] | 0.875 [22.2] | 0.60 [387] | 2.749 [69.8] | 0.612 [15.5] | 0.044 [1.12] | 0.334 [8.5] |
8 [25] | 2.670 [3.973] | 1.000 [25.4] | 0.79 [510] | 3.142 [79.8] | 0.700 [17.8] | 0.050 [1.27] | 0.383 [9.7] |
9 [29] | 3.400 [5.060] | 1.128 [28.7] | 1.00 [645] | 3.544 [90.0] | 0.790 [20.1] | 0.056 [1.42] | 0.431 [10.9] |
10 [32] | 4.303 [6.404] | 1.270 [32.3] | 1.27 [819] | 3.990 [101.3] | 0.889 [22.6] | 0.064 [1.63] | 0.487 [12.4] |
11 [36] | 5.313 [7.907] | 1.410 [35.8] | 1.56 [1006] | 4.430 [112.5] | 0.987 [25.1] | 0.071 [1.80] | 0.540 [13.7] |
14 [43] | 7.65 [11.38] | 1.693 [43.0] | 2.25 [1452] | 5.32 [135.1] | 1.185 [30.1] | 0.085 [2.16] | 0.648 [16.5] |
18 [57] | 13.60 [20.24] | 2.257 [57.3] | 4.00 [2581] | 7.09 [180.1] | 1.58 [40.1] | 0.102 [2.59] | 0.864 [21.9] |
1.2 Bars are of four minimum yield strength levels: namely, 40 000 psi [280 MPa], 60 000 psi [420 MPa], 75 000 psi [520 MPa], and 80 000 psi [550 MPa], designated as Grade 40 [280], Grade 60 [420], Grade 75 [520], and Grade 80 [550], respectively.
1.3 Plain bars, in sizes up to and including 21/2 in. [63.5 mm] in diameter in coils or cut lengths, when ordered shall be furnished under this specification in Grade 40 [280], Grade 60 [420], Grade 75 [520], and Grade 80 [550]. 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.
1.4 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).
1.5 The text of this specification references notes and footnotes which provide explanatory material. These notes and footnotes (excluding those in tables) shall not be considered as requirements of the specification.
1.6 This specification is applicable for orders in either inch-pound units (as Specification A615) or in SI units (as Specification A615M).
1.7 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.
1.8 This specification 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 specification to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.
Document History
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ASTM A615/A615M-24
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Most Recent
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ASTM A615/A615M-22
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-20
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-18e1
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-18
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-16
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-15ae1
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-15a
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-15
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-14
viewing
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-13
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-12
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-09b
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-09a
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-09
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-08b
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-08a
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-08
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-07
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-06a
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-06
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-05a
Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-05
Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-04b
Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-04a
Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-04
Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-03a
Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-03
Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-02
Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-01b
Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-01a
Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-01
Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement- Historical Version
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ASTM A615/A615M-00
Standard Specification for Deformed and Plain Billet-Steel Bars for Concrete Reinforcement- Historical Version