• ASTM A615/A615M-14

ASTM A615/A615M-14

Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement

ASTM International, 04/01/2014

Publisher: ASTM

File Format: PDF

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Published:01/04/2014

Pages:7

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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.

TABLE 1 Deformed Bar Designation Numbers, Nominal Weights [Masses], Nominal Dimensions, and Deformation Requirements

Bar Designation No.

Nominal Weight, lb/ft
[Nominal Mass, kg/m]

Nominal DimensionsA

Deformation Requirements, in. [mm]

Diameter,
in. [mm]

Cross-Sectional Area,
in. 2  [mm²]

Perimeter,
in. [mm]

Maximum
Average
Spacing

Minimum
Average
Height

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  [13

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