ASTM A1055/A1055M-08ae1 - 1.10.2008
 
1. Scope

1.1 This specification covers deformed and plain steel reinforcing bars with a dual coating of zinc alloy and an epoxy coating. The zinc-alloy layer is applied by the thermal spray coating method (metallizing) followed by an epoxy coating applied by the electrostatic spray method.

Note 1—The coating applicator is identified throughout this specification as the manufacturer.

1.2 Requirements of the zinc coating are contained in Table 1.

1.3 Requirements for fusion-bonded powder coatings are contained in Annex A1.

1.4 Guidelines for construction practices at the job-site are presented in Appendix X1.

1.5 This specification is applicable for orders in either inch-pound or SI units.

1.6 The values stated in either inch-pound units or SI units are to be regarded as standard. Within the text, the SI units are shown in brackets. The values stated in each system are not exact equivalents; therefore, each system must be used independently of the other, except as specifically noted in Table 2. Combining values from the two systems may result in nonconformance with this specification.

1.7 This standard 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 standard to establish appropriate safety and health practices and determine the applicability of regulatory limitations prior to use.

TABLE 1 Chemical Composition Requirements for Zinc and Zinc-Alloy Wires

Common Name
(UNS)A
Al,
max
unless noted
Cd,
max
Cu,
max
Fe,
max
Pb,
max
Sn,
max
Sb,
max
Ag,
max
Bi,
max
As,
max
Ni,
max
Mg,
max
Mo,
max
Ti,
max
Zn,
min
Other,
Total max

99.99 ZincB
(Z13005)

0.002C

0.003

0.005

0.003

0.003

0.001

D

99.99

99.99 ZincB
(Z15005)

0.01

0.02

0.02

0.02

0.03

99.9

0.10 total non-Zn

99.995 Zinc
()E

0.001

0.003

0.001

0.002

0.003

0.003

99.995

0.005

99.95 Zinc
()

0.01

0.02

0.001

0.02

0.03

0.001

99.95

0.050

99.95 Zinc
()

0.01

0.005

0.7

0.01

0.005

0.001

0.01

0.01

0.18

99

1.0

98Zn/2Al
(Z30402)

1.5-2.5

0.005

0.005

0.02

0.005

0.003

0.10

0.015

0.02

0.002

0.005

0.02

remainder

A UNS designations were established in accordance with Practice E 527.

B In accordance with ANSI/AWS A5.33.

C The following applies to all specified limits in this table. For the purposes of determining conformance with this specification, an observed value obtained from analysis shall be rounded off to the nearest unit in the last right-hand place of figures used in expressing the limiting value, in accordance with the rounding method of Practice E 29.

D indicates that the element is not applicable.

E () indicates no Unified Numbering System (UNS) designation for this option.

TABLE 2 Bend Test Requirements

A 615, A 706,
or A 996
A 615M, A 706M,
or A 996M
Bend Angle
(After
Rebound,
degrees)
Time to
Completion
max, s
Bar
No.
Mandrel
Diameter
mmA
Bar
No.
Mandrel
Diameter
in.A

3

3

10

75

180

15

4

4

13

100

180

15

5

5

16

125

180

15

6

6

19

150

180

15

7

7

22

175

180

45

8

8

25

200

180

45

9

9

29

230

180

45

10

10

32

250

180

45

11

11

36

280

180

45

14

17

43

430

90

45

18

23

57

580

90

45

A Mandrel diameters specified for similar size (shown on the same line) inch-pound bars and metric may be interchanged.

 
2. Referenced Documents

G20-10(2024)

Standard Test Method for Chemical Resistance of Pipeline Coatings

B117-26

Standard Practice for Operating Salt Spray (Fog) Apparatus

G8-24

Standard Test Methods for Cathodic Disbonding of Coated Steel

E527-23

Standard Practice for Numbering Metals and Alloys in the Unified Numbering System (UNS)

E29-22

Standard Practice for Using Significant Digits in Test Data to Determine Conformance with Specifications

D4060-25

Standard Test Method for Abrasion Resistance of Organic Coatings by the Taber Abraser

B833-20(2025)

Standard Specification for Zinc and Zinc Alloy Wire for Thermal Spraying (Metallizing) for the Corrosion Protection of Steel

A944-22

Standard Test Method for Comparing Bond Strength of Steel Reinforcing Bars to Concrete Using Beam-End Specimens

Voluntary Certification Program

for Fusion Bonded Epoxy Coating Applicator Plants

ACI 301

Specifications for Structural Concrete

A706/A706M-26

Standard Specification for Deformed and Plain Low-Alloy Steel Bars for Concrete Reinforcement

A615/A615M-26

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

SSPC-VIS 1

Pictorial Surface Preparation standards for Painting Steel Surfaces

RP-287

Field Measurement of Surface Profile of Abrasive Blast-Cleaned Steel Surface Using a Replica Tape

AWS C2.25/C2.25M

Specification for Thermal Spray Feedstock--Solid and Composite Wire and Ceramic Rods

G62-23

Standard Test Methods for Holiday Detection of Coatings used to Protect Pipelines

A996/A996M-24

Standard Specification for Rail-Steel and Axle-Steel Deformed Bars for Concrete Reinforcement

G14-04(2024)

Standard Test Method for Impact Resistance of Pipeline Coatings (Falling Weight Test)