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ASTM A1064/A1064M : 10e1

Standard Specification for Steel Wire and Welded Wire Reinforcement, Plain and Deformed, for Concrete

Standard Details

1.1 This specification covers steel wire and welded wire reinforcement produced from hot-rolled rod to be used for the reinforcement of concrete. The steel wire is cold-worked, drawn or rolled, plain (non-deformed, as-drawn or galvanized), or deformed. Welded wire reinforcement is made from plain or deformed wire, or a combination of plain and deformed wire. Common wire sizes and dimensions are given in Table 1, Table 2, Table 3, and Table 4. Actual wire sizes are not restricted to those shown in the tables.

TABLE 1 Dimensional Requirements for Plain Wire—Inch-Pound UnitsA

Size NumberB , C, D

Nominal Diameter
in. [mm]E

Nominal Area
in.2  [mm 2]

W 0.5

0.080 [2.03]

0.005 [3.23]

W 1.2

0.124 [3.14]

0.012 [7.74]

W 1.4

0.134 [3.39]

0.014 [9.03]

W 2

0.160 [4.05]

0.020 [12.9]

W 2.5

0.178 [4.53]

0.025 [16.1]

W 2.9

0.192 [4.88]

0.029 [18.7]

W 3.5

0.211 [5.36]

0.035 [22.6]

W 4

0.226 [5.73]

0.040 [25.8]

W 4.5

0.239 [6.08]

0.045 [29.0]

W 5

0.252 [6.41]

0.050 [32.3]

W 5.5

0.265 [6.72]

0.055 [35.5]

W 6

0.276 [7.02]

0.060 [38.7]

W 8

0.319 [8.11]

0.080 [51.6]

W 10

0.357 [9.06]

0.100 [64.5]

W 11

0.374 [9.50]

0.110 [71.0]

W 12

0.391 [9.93]

0.120 [77.4]

W 14

0.422 [10.7]

0.140 [90.3]

W 16

0.451 [11.5]

0.160 [103]

W 18

0.479 [12.2]

0.180 [116]

W 20

0.505 [12.8]

0.200 [129]

W 22

0.529 [13.4]

0.220 [142]

W 24

0.553 [14.0]

0.240 [155]

W 26

0.575 [14.6]

0.260 [168]

W 28

0.597 [15.2]

0.280 [181]

W 30

0.618 [15.7]

0.300 [194]

W 31

0.628 [16.0]

0.310 [200]

W 45

0.757 [19.2]

0.450 [290]

ATable 1 should be used on projects that are designed using inch-pound units; Table 2 should be used on projects that are designed using SI units.
B The number following the prefix indicates the nominal cross-sectional area of the wire in square inches multiplied by 100.
C For sizes other than those shown above, the Size Number shall be the number of one hundredth of a square inch in the nominal area of the wire cross section, prefixed by the W.
D These sizes represent the most readily available sizes in the welding wire reinforcement industry. Other wire sizes are available and many manufactures can produce them in 0.0015 in.2 increments.
E The nominal diameter is based on the nominal area of the wire.
TABLE 2 Dimensional Requirements for Plain Wire—SI UnitsA

Size NumberB , C, D

Nominal Diameter
mm [in.]E

Nominal Area
mm2  [in. 2]

MW 5

2.52 [0.099]

5 [0.008]

MW 10

3.57 [0.140]

10 [0.016]

MW 15

4.37 [0.172]

15 [0.023]

MW 20

5.05 [0.199]

20 [0.031]

MW 25

5.64 [0.222]

25 [0.039]

MW 30

6.18 [0.243]

30 [0.047]

MW 35

6.68 [0.263]

35 [0.054]

MW 40

7.14 [0.281]

40 [0.062]

MW 45

7.57 [0.298]

45 [0.070]

MW 50

7.98 [0.314]

50 [0.078]

MW 55

8.37 [0.329]

55 [0.085]

MW 60

8.74 [0.344]

60 [0.093]

MW 65

9.10 [0.358]

65 [0.101]

MW 70

9.44 [0.372]

70 [0.109]

MW 80

10.1 [0.397]

80 [0.124]

MW 90

10.7 [0.421]

90 [0.140]

MW 100

11.3 [0.444]

100 [0.155]

MW 120

12.4 [0.487]

120 [0.186]

MW 130

12.9 [0.507]

130 [0.202]

MW 200

16.0 [0.628]

200 [0.310]

MW 290

19.2 [0.757]

290 [0.450]

A The wire sizes in Table 1 should be used on projects that are designed using inch-pound units; the wire sizes in Table 2 should be used on projects that are designed using SI units.
B The number following the prefix indicates the nominal cross-sectional area of the wire in square milimetres.
C For sizes other than those shown above, the Size Number shall be the number of square millimetres in the nominal area of the wire cross section, prefixed by the MW.
D These sizes represent the most readily available sizes in the welding wire reinforcement industry. Other wire sizes are available and many manufactures can produce them in 1 mm2 increments.
E The nominal diameter is based on the nominal area of the wire.
TABLE 3 Dimensional Requirements for Deformed Wire—Inch-Pound Units

Nominal Dimensions

Deformation Requirements

Deformed Wire SizeA, B, C, D

Unit Weight, lb/ft

Diameter, in.E

Cross-Sectional Area, in.2F

Minimum Average Height of Deformations, in.G, H, I

D1

0.034

0.113

0.010

0.0045

D2

0.068

0.160

0.020

0.0063

D3

0.102

0.195

0.030

0.0078

D4

0.136

0.226

0.040

0.0101

D5

0.170

0.252

0.050

0.0113

D6

0.204

0.276

0.060

0.0124

D7

0.238

0.299

0.070

0.0134

D8

0.272

0.319

0.080

0.0143

D9

0.306

0.339

0.090

0.0152

D10

0.340

0.357

0.100

0.0160

D11

0.374

0.374

0.110

0.0187

D12

0.408

0.391

0.120

0.0195

D13

0.442

0.407

0.130

0.0203

D14

0.476

0.422

0.140

0.0211

D15

0.510

0.437

0.150

0.0218

D16

0.544

0.451

0.160

0.0225

D17

0.578

0.465

0.170

0.0232

D18

0.612

0.479

0.180

0.0239

D19

0.646

0.492

0.190

0.0245

D20

0.680

0.505

0.200

0.0252

D21

0.714

0.517

0.210

0.0259

D22

0.748

0.529

0.220

0.0265

Status : Historical
Standard Type: Main
Document No: ASTM A1064/A1064M : 10e1
Document Year: 2010
Pages: 11
Edition: e1
  • Section Volume:
  • 01.04 Volume 01.04 Steel--Structural, Reinforcing, Pressure Vessel, Railway
  • 01.04 Volume 01.04 Steel--Structural, Reinforcing, Pressure Vessel, Railway
  • 01.04 Volume 01.04 Steel--Structural, Reinforcing, Pressure Vessel, Railway
  • 01.04 Volume 01.04 Steel--Structural, Reinforcing, Pressure Vessel, Railway
  • ICS:
  • 77.140.15 Steels for reinforcement of concrete

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