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Division 800 — Materials

870Paint

GA · 2021 Standard Specifications✓ Full text on BuildSpecBook pages 1676–1699 Save this section

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SECTION 870 — Paint

870.1General Description

This section includes the requirements for all paints, including pigments, vehicles, and the compositions of prepared paints for all purposes specified. 870.1.01 Related References

A.Standard Specifications

General Provisions 101 through 150

B.Referenced Documents

QPL 46 QPL 73 SOP 14 AASHTO M 69 Military Specifications MIL-E-698 B MIL-P-23236 or US Corps of Engineers Specification C-200 Federal Test Methods, Standard No. 141 Federal Specifications ASTM TT-E-489 TT-P-103b TT-P-104b TT-P-320c TT-P-460 TT-P-791a TT-P-1952E TT-R-266 TT-T-291 TT-V-119 D 209 D 211 D 234 D 235 D 263 D 324 D 476 D 600 D 602 D 604 D 605 D 711 D 768 D 822 D 1199 D 1648 D 2805 D 3021 D 3721 D 4462 E 97 G 23

870.2Materials

A.Requirements
1.Ingredients

The Engineer shall approve all paint ingredients. Mix the paints in the proportions specified in this section for each kind of paint. The formulas given represent the proportions by weight of the materials to be used.

2.Condition of Mixed Paints

Ensure that mixed paints do not liver or curdle, and that the pigments remain in suspension to a reasonable degree satisfactory to the Engineer. 1666 1666 1666

SECTION 870 — Paint
3.Filling and Packaging

The manufacturer shall strain paints before filling the containers. The manufacturer also shall ship paints in strong, substantial containers (according to QPL 46 and QPL 73) plainly marked with the paint name and number, color, volume, manufacturer name and address, date of manufacture, and the manufacturer’s lot number on every package. The inspection stamp on the paint container will be evidence of approval. Traffic line paint manufactured for the Department shall be delivered in 55 gallon (208 L) drums or 250 gallon (946 L) totes. The manufacturer shall stencil on the head of each drum the kind of paint, requisition number, purchase order number, and gross and net weights. Ensure that the drums are the removable head types. Ensure the totes are labeled appropriately.

4.Finished Paints

Unless otherwise specified, deliver paints to the Project or the Department completely mixed and ready for use without adding oils or thinner. Use well ground paints that do not settle or badly cake in the container, and can readily be broken up to a smooth, uniform paint with good brushing consistency. When brushed or rolled on a smooth, vertical surface, the paint shall dry hard and elastic without running, streaking, sagging, or spotting. Use paint for spray application that sprays satisfactorily and does not run, sag, or streak. The first coat of paint applied in the shop or in the field to uncoated structural steel or wood is called the primer coat. The paint covering the primer coat is called the second coat, and the paint covering the second coat is called the third coat.

B.Fabrication

The formulas given in this specification represent proportions by weight.

C.Acceptance
1.Testing

Test methods for paint analyses shall be according to the Federal Test Methods, Standard No. 141 or the ASTM standard methods of tests for paint.

2.Color

Match color visually by comparing with standard color chips obtained from the Office of Materials and Research.

3.Inspection

Inspection and analysis will be made at the point of manufacture according to SOP 14. The manufacturer shall assist as necessary, permit the Inspector to test the ingredients before the paint is made, and witness the paint grinding. The Department reserves the right to sample and test all paint at any time before it is used.

4.Tolerances

The Department will accept a tolerance of 1 percent of the required value for the paint formulation and property requirements. EXCEPTION: This tolerance does not apply where maximum and minimum values are noted.

D.Materials Warranty

The following people shall furnish the Department a certificate of analysis and manufacturer’s guarantee: • The manufacturer of each brand of paint submitted for acceptance under these specifications • All Contractors proposing to use any paint specified in this Section Ensure that the certificate of analysis shows the paint trade name to be furnished, including a facsimile of the label if the paint is ready-mixed, and an analysis showing the percentage of each of the chemical elements and compounds in the pigment and vehicle. The guarantee shall assert that all paint furnished conforms to the analysis shown on the certificate filed and to the statement of percentages of ingredients shown on the labels, which are required to be on each container. The guarantee shall be sworn to by a person having authority to bind the manufacturer into an agreement. 1667 1667 1667

SECTION 870 — Paint

870.2.01 Paints for Structural Steel

A.Requirements
1.Use structural steel paint that meets the applicable requirements of Subsection 870.2 and the following:

• No. 1A, Red Primer (see Table 1). Apply this paint with brush, roller, or airless spray. • No. 1W, Waterborne Red Primer (see Table 2). • No. 1 Z, Inorganic Zinc Rich Primer (See Table 3) • No. 2A, Buff (see Table 4). Apply this paint with brush, roller, or airless spray. • No. 2B, Aluminum (See Table 5 and Subsection 870.2.01.B, “Fabrication”). • No. 2W, Waterborne Intermediate Coat (see Table 6). • No. 3A, Brown (see Table 7). Apply this paint with brush, roller, or airless spray. • No. 3B, Green (see Table 8). Apply this paint with brush, roller, or airless spray. • No. 3W, Waterborne Green (see Table 9). TABLE 1—NO. 1A, RED PRIMER, BRUSHING, ROLLER, OR AIRLESS SPRAY TYPE Requirement Maximum Minimum Paint Composition, percent by weight Pigment — 53 Vehicle 47 — Coarse Particles, total residue retained on No. 325 sieve, based on paint, percent by weight 1.0 — Fineness of Grind, North Standard — 4.5 Viscosity, Krebs Units 81 75 Moisture Content, percent by weight 0.5 — Drying Time, hours Set to touch 6 — Dry through 18 — Weight, lbs./gal (kg/L) — 12.7 (1.52) Pigment Composition, percent by weight Zinc Hydroxy Phosphite, ASTM D 4462 — 73 Red Iron Oxide ASTM D 3721 — 24 Organo Montmorillonite¹ 1.0 0.8 Vehicle Composition, percent by weight Non-Volatile² — 66 Raw Linseed Oil, ASTM D 234 Alkyd Resin Solution, Federal Specification TT-R-266, Type I, Class “A” 1668 1668 1668

SECTION 870 — Paint

Requirement Maximum Minimum Thinners and Driers 34 — Thinners, Federal Specification TT-T-291 Driers, ASTM D 600 Class “C” Notes: ¹ Prewet Organo Montmorillonite with 20-30% (95%) methyl alcohol by weight. ² Ensure that the non-volatile vehicle is composed of 1:1 proportions by weight of raw linseed oil and alkyd resin, respectively. TABLE 2—NO. 1W, WATERBORNE RED PRIMER Requirement Maximum Minimum Paint Composition, percent by weight Pigment — 24 Vehicle 76 — Coarse Particles, total residue retained on 60 µm sieve, based on paint, percent by weight 0.5 — Fineness of Grind, North Standard — 4 Viscosity, Krebs Units 100 90 Drying Time, hours Set to touch 3 — Dry through 24 — Weight, lbs./gal (kg/L) — 9.85 (1.18) Pigment Composition, percent by weight Red Iron Oxide — 45 Zinc Phosphate — 15 Vehicle Composition, percent by weight Non-Volatile Binder Solids, HG-54 or HG-56¹ — 30 Methyl Carbitol — 5 Texanol — 2 Dibutyl Phthalate — 2 Other Additives 5 — NOTE: ¹or approved equivalent 1669 1669 1669

SECTION 870 — Paint

TABLE 3—NO. 1Z, INORGANIC ZINC RICH PRIMER Requirement Maximum Minimum Zinc dust, percent by weight Zinc — 99.00 Lead 0.6 — Percent by weight of zinc in dried paint film — 85 Elcometer Adhesion of dried paints, psi (MPa) — 300 (2.1) Note: The primer shall be self-curing and shall consist of two components, Zinc dust and Ethyl Silicate vehicle. A manufacturer’s product data sheet and a material safety data sheet (MSDS) shall accompany each shipment of Inorganic Zinc Rich Primer. The product data sheet shall contain the following information for the mixed primer: Unit Weight, Viscosity, Volatile Organic Content (VOC), Pot Life, Percent Solids by Volume. TABLE 4—NO. 2A, BUFF, BRUSHING, ROLLER, OR AIRLESS SPRAY TYPE Requirement Max. Min. Paint composition, percent by weight Pigment Vehicle — 52 — Coarse particles, total residue retained on No. 325 (45 µm) sieve, based on paint, percent by weight 1.0 — Fineness of grind, North Standard — 4 Viscosity, Krebs units 82 75 Moisture content, percent by weight 0.5 — Drying time, hours 18 — Weight, lbs./gal (kg/L) — 12.5 (1.50) Color: Match the Department’s Standard Color Chip 1670 1670 1670

SECTION 870 — Paint

Requirement Max. Min. Pigment composition, percent by weight Zinc Hydroxy Phosphite, ASTM D 4462 Titanium Dioxide ASTM D 476 Type IV Organo Montmorillonite—prewet with 20-30% (95%) methyl alcohol by weight Tinting Pigments (may be added as predisperesed pigments): Yellow Oxide ASTM D 768 Red Iron Oxide ASTM D 3721 Lampblack ASTM D 209 — — 1.0 3.5 75 0.75 3.0 Vehicle composition, percent by weight Non-Volatile, 1:1 proportions by weight, of: Raw Linseed Oil, ASTM D 234 Alkyd Resin Solution, Federal Specification TT-R-266, Type I, Class "A" — 66 Thinners and Driers Thinners, Federal Specification TT-T-291 Driers, ASTM D 600 Class "C" 34 — Note 1: For the greatest effectiveness, the Organo Montmorillonite should be prewetted with 20 – 30% (95%) methyl alcohol by weight. Note 2: The non-volatile vehicle shall be composed of 1:1 proportions by weight of raw linseed oil and alkyd resin, respectively. TABLE 5—NO 2B, ALUMINUM Requirement Maximum Minimum Paint Composition Aluminum Paste, AASHTO M 69, lbs. (kg) — 2 (0.24) Aluminum Vehicle, AASHTO M 69, gal (L) 1 (1) — Drying Time, hours Set to touch 8 2 Dry through 24 — Note: Refer to Subsection 870.2.01.B, Fabrication, for additional requirements. 1671 1671 1671

SECTION 870 — Paint

TABLE 6—NO. 2W, WATERBORNE INTERMEDIATE COAT Requirement Maximum Minimum Pigment Composition, percent by weight Pigment — 38 Vehicle 62 — Coarse Particles, total residue retained on 60 µm sieve, based on paint, percent by weight 0.5 — Fineness of Grind, North Standard — 4 Viscosity, Krebs Units 100 90 Drying Time, hours Set to touch 3 — Dry through 24 — Weight, lbs./gal (kg/L) — 11.0 (1.32) Pigment Composition, percent by weight Zinc Phosphate — 10 Calcium Carbonate — 30 Magnesium Silicate ASTM D 605 12 — Titanium Dioxide ASTM D 476 Type IV — 40 Vehicle Composition, percent by weight Non-Volatile Binder Solid, HG-54 or HG-56¹ — 30 Methyl Carbitol — 5 Texanol — 2 Dibutyl Phthalate — 2 Other Additives 5 — Notes: 1or approved equivalent TABLE 7—NO. 3A, BROWN, BRUSH, ROLLER, OR AIRLESS SPRAY TYPE Requirement Maximum Minimum. Paint composition, percent by weight Pigment Vehicle 47.0 55.0 45.0 53.0 Pigment composition, percent by weight Basic Lead Silico Chromate, ASTM D 1648 Red Iron Oxide—85%, ASTM D 3721 Titanium Dioxide, Rutile, Chalk Resistant, ASTM D 476, Type IV 38.0 28.0 16.5 36.0 27.0 15.5 1672 1672 1672

SECTION 870 — Paint

Requirement Maximum Minimum. Barium Sulfate, ASTM D 602 Organo Montmorillonite Tinting Colors (Phthalocyanine blue, Lampblack, and Yellow Iron Oxide) — — Remainder 14.5 0.6 Requirement Maximum Minimum. Vehicle composition, percent by weight Alkyd Resin, TT-R-266, Type I, Class A Raw Linseed Oil, ASTM D 234 Mineral spirits, driers, antiskinning agents and methanol/water 95/5—prewet Organo Montmorillonite with 95/5 methanol/ water before adding to grind Percent non-volatile vehicle — — 23.0 — 57.0 20.0 — 59.0 Color: Match Federal Standard Colors No. 595-30111 Properties of finished paint Weight, lbs./gal (kg/L) — 11.5 (1.38) Viscosity, Krebs units 75 68 Fineness of grind, North Standard — 4.0 TABLE 8—NO. 3B, GREEN, BRUSHING, ROLLER, OR AIRLESS SPRAY TYPE

Requirement Maximum Minimum

Paint Composition, percent by weight

Pigment — 40

Vehicle 60 —

Coarse Particles, total residue retained on No. 325 sieve, based on paint, percent

by weight

0.5 —

Fineness of Grind, North Standard — 4

Viscosity, Krebs Units 85 75

Moisture Content, percent by weight 0.5 —

Drying Time, hours 8 —

Weight, lbs./gal (kg/L) — 10.1(1.21)

Color: Shall match the Department’s Standard Color Chip

Pigment Composition, percent by weight

Zinc Hydroxy Phosphite, ASTM D 4462 — 25

Titanium Dioxide, ASTM D 476, Type IV — 2

Magnesium Silicate, ASTM D 605 45 40 167316731673

SECTION 870 — Paint

Requirement Maximum Minimum

Organo Montmorillonite¹ 1.5 1.2

Chromium Oxide, ASTM D 263 18 15

Pure Tinting Colors (No chrome green allowed) Remainder

Yellow Iron Oxide, ASTM D 768

Red Iron Oxide, ASTM D 3721

Lamp Black, ASTM D 209

Phthalocyanine Green,² ASTM D 3021

Vehicle Composition, percent by weight

Non-Volatile — 55

Alkyd Resin Solution, Federal Specification TT-R-266, Type I, Class “A”

Thinners and Driers 45 —

Thinners, Federal Specifications, TT-T-291

Driers, ASTM D 600 Class “C”

NOTE: ¹ Prewet Organo Montmorillonite with 20-30% (95%) methyl alcohol by weight.

² Chlorinated Copper Phthalocyanine, full strength, oil dispersable.

TABLE 9—NO. 3W, WATERBORNE GREEN

Requirement Maximum Minimum

Paint Composition, percent by weight

Pigment — 15

Vehicle 85 —

Coarse Particles, total residue retained on 60 μm sieve, based on paint, percent

by weight 0.5 —

Fineness of Grind, North Standard — 4

Viscosity, Krebs Units 100 90

Drying time, hours

Set to touch 3 —

Dry through 24 —

Weight, lbs./gal (kg/L) — 9.35 (1.12)

Color: Shall match the Department’s standard color chip

Pigment Composition, percent by weight

Zinc Phosphate — 10

Titanium Dioxide, ASTM D 476, Type IV — 5

Magnesium Silicate ASTM D 605 25 — 167416741674

SECTION 870 — Paint

Requirement Maximum Minimum

Calcium Carbonate 35 —

Pure Tinting Colors (No chrome green allowed) Remainder

Yellow Iron Oxide ASTM D 768

Red Iron Oxide ASTM D 3721

Lamp Black ASTM D 209

Phthalocyanine Green ASTM D 3021

Vehicle Composition, percent by weight

Non-Volatile Binder Solids, HG-54 or HG-56¹ — 30

Methyl Carbitol — 5

Texanol — 4

Other Additives 5 —

NOTE: ¹or approved equivalent

B.Fabrication
1.No. 2B, Aluminum

Prepare the aluminum paint by thoroughly mixing aluminum paste with mixing vehicle.

a.Ensure the paints are well ground, do not settle or cake badly in the container, and are readily broken up

to a smooth, uniform paint of good brushing consistency.

b.Use 2 lbs. (0.24 kg) of paste to 1.0 gal (1.0 L) of vehicle. Mix this at the factory.
c.Ensure a thorough mix with a minimum of stirring. Ensure that the paint shows satisfactory leafing

qualities and solidly covers in one coat without running, streaking, or sagging.

d.If applying two coats of aluminum paint, tint the first coat with iron blue paste to help distinguish the two

coats.

C.Acceptance

See Subsection 870.2.C.

D.Materials Warranty

See Subsection 870.2.D. 167516751675

SECTION 870 — Paint

870.2.02 Traffic Line Paints

A.Requirements

Use traffic line paints that meet the applicable requirements of Subsection 870.2 and the following:

1.No. 4C, Black Traffic Line Paint
a.Paint Composition: (See Table 10).
b.Finished Paint:

1) Flexibility: Ensure paint flexibility by following this procedure:

a.Use a doctor blade or other suitable means to apply the paint to a 30-guage (0.39 mm) clean tin

plate panel. Apply to a wet film thickness of approximately 2 mils (0.05 mm).

b.Dry the panel in a horizontal position for 18 hours, and then bake it for 5 hours at 220 °F to 225 °F

(105 °C to 110 °C).

c.Cool the panel to approximately 77 °F (25 °C) and bend double over a ½ inch rod (13 mm rod).

Ensure that the film does not show cracking or flaking upon bending or straightening.

2) Color: Ensure that the paint dries to a pure, flat black and furnishes the maximum amount of opacity

and visibility under both daylight and artificial light.

Ensure that the paint does not discolor when exposed to weather or traffic and does not appreciably

discolor with stains during service life on either concrete or bituminous surfaces.

3) Weight per gallon (liter): Use paint weighing at least 14.0 lb/gal (67 kg/L) at 77 °F (25 °C).

4) Consistency: The paint viscosity when measured at 77 ºF shall be 85 to 100 Krebs Units.

5) Moisture content: The paint shall contain no more than 0.5% water.

6) Drying: The paint shall dry to no pickup within 45 minutes when tested according to ASTM D 711.

7) Spraying: The paint shall be factory-mixed ready for application through spray machines without

using thinners.

8) Storage: The paint shall not cake, liver, thicken, curdle, gel, or show other objectionable properties

after storage for 6 months.

9) Coarse particles and skins: The paint shall not contain more than 1.0 percent of coarse particles and

skins.

10) Fineness of Grind: The paint shall have a grind of 3 to 5 Hegman scale.

11) Packaging: The finished paint shall be passed through a No. 40 mesh screen while filling the

containers.

TABLE 10—NO 4C, BLACK TRAFFIC LINE PAINT

Requirement Maximum Minimum

Paint composition, percent by weight

Pigment

Vehicle

Non-volatile vehicle, percent by weight of vehicle

43.0

59.0

—

41.0

57.0

42.0

Pigment composition, percent by weight

Lamp Black, ASTM D 209

Calcium Carbonate, ASTM D 1199, Type GC (Note 1), Grade 1

Diatomaceous Silica, ASTM D 604, Type B

Magnesium Silicate, ASTM D 605

—

34.0

23.0

44.0

3.0

32.0

21.0

42.0 167616761676

SECTION 870 — Paint

Requirement Maximum Minimum

Organo Montmorillonite (Note 2) 0.8 0.3

Vehicle Composition, percent by weight

Alkyd resin solution

Petroleum thinner, driers, and other additives

—

30.0

70.0

—

Alkyd Resin Solution Characteristics

Type Pure Drying Alkyd

Type of oil Soya, Linseed, or a mixture of

the two

Non-volatile, percent by weight 61 59

Volatile type VM & P Naphtha

Viscosity, Gardner-Holdt Z Z

Viscosity, at 45% solids G D

Color, Gardner—1953 10 3

Acid number, solids basis

Alkyd Resin Solution Characteristics,

lbs./gal (kg/L) solution 7.75 (0.93) 7.66

(0.92)

Modifying oil iodine number (Note 3) — 115

Phthalic Anhydride, percent by weight of non-volatile — 33

Oil Acids, percent 55 48

Compatibility 500% in VM & P Naphtha

Resin and/or Derivatives None

Phenolic Resin Modifiers None

Notes for Table 10:

1.You may use the following chemical composition requirements for calcium carbonate in lieu of

those for Type GC. However, all physical properties prescribed for Type GC, Grade 1, are required.

Requirement Maximum Minimum

Moisture and other volatile matter, percent by weight 0.2 —

Total Calcium and Magnesium Carbonates, percent by weight

Magnesium Carbonate

—

95

2.Prewet Organo Montmorillonite with 20-30% (95%) methyl alcohol by weight.
3.Use modifying oil acids, isolated by Federal Test Method No. 141, Method 7031 that have an Iodine

Number as specified in Table 870.8, Alkyd Resin Solution Characteristics. 167716771677

SECTION 870 — Paint
2.No. 5A, Waterborne White Traffic Line Paint
a.Paint Composition: (See Table 11).
b.Finished Paint

1) Flexibility: Apply the paint to a 30 gauge (0.39 mm), clean tin plate panel, to a wet film thickness of

approximately 2 mils (0.05 mm). Use a doctor blade or other suitable means.

a.Dry the panel horizontally for 18 hours.
b.Bake the panel for 5 hours at 220 ° to 230 °F (105 ° to 110 °C).
c.Cool the panel to about 77 °F (25 °C) and bend it double over a 1/2 in (13 mm) rod. Ensure that

the film does not crack or flake when bent or straightened.

2) Bleeding: Ensure that the paint does not bleed over a bituminous surface type used in Georgia.

3) Color: Ensure that the paint dries to a pure, intense white and furnishes the maximum amount of

opacity and visibility under both daylight and artificial light.

Ensure that the paint does not discolor when exposed to weather or traffic and does not appreciably

discolor with stains during service life on either concrete or bituminous surfaces.

4) Consistency: Use paint with a viscosity of 80 - 100 Krebs units at 77 °F (25 °C).

5) Drying: Ensure that the paint dries to no-pick-up within six minutes when tested according to ASTM D

711.

Ensure that the paint dries through within 20 minutes when applied at 15 mils (0.38 mm) wet

thickness at 77 °F (25 °C).

6) Spraying: Mix the paint at the factory so it can be applied by spray machines without adding thinners.

7) Storage: Ensure that the paint does not cake, liver, thicken, curdle, gel, or show any other

objectionable properties after storage for six months.

8) Coarse Particles and Skins: Ensure that the paint contains less than 1 percent of coarse particles and

skins.

9) Fineness of Grind: Ensure that the paint has a grind of 2 to 5 Hegman scale.

10) Weight per gallon (liter): Use paint weighing at least 14.00 lb./gal. at 77 °F (1.68 kg/L at 25 °C).

11) Packaging: Pass the finished paint through a No. 40 (425 μm) screen while filling the containers.

12) Freeze-Thaw and Heat Stability: Ensure that the paint shows no coagulation, discoloration, or change

in consistency greater than 10 Krebs units, when tested according to TT-P-1952E.

13) pH: Ensure that the pH is greater than 9.5. 167816781678

SECTION 870 — Paint

TABLE 11—NO. 5A WATERBORNE WHITE TRAFFIC LINE PAINT

Requirement Maximum Minimum

Paint Composition, percent by weight

Pigment 63.0 60.0

Vehicle 40.0 37.0

Non-Volatile Vehicle, percent by weight of vehicle 50.0 42.0

Pigment Composition, percent by weight

Titanium Dioxide, ASTM D 476

Type II, Rutile — 13.0

Calcium Carbonate, ASTM A 1199

Type GC Grade 1 87.0 —

Vehicle Composition, percent by weight

Acrylic Emulsion E-2706 or DT211NA (50% NV)¹ 90.0 85.0

Methanol 3.0 1.0

Texanol Coalsecent 5.0 4.0

Other Additives 5.0 0.0

Propylene Glycol — 3.0

NOTE: ¹ Or approved equivalent

3.No. 5B, Waterborne Yellow Traffic Line Paint
a.Paint Composition: (See Table 12).
b.Finished Paint:

1) Flexibility: Apply the paint with a doctor blade to a 30 gauge (0.39 mm), clean tin plate panel, to a wet

film thickness of approximately 2 mils (0.05 mm).

a.Dry the panel horizontally for 18 hours.
b.Bake the panel for 5 hours at 220 ° to 230 °F (105 ° to 110 °C).
c.Cool the panel to about 77 °F (25 °C) and bend it double over a 1/2 in (13 mm) rod. Ensure that

the film does not crack or flake when bent or straightened.

2) Bleeding: Ensure that the paint does not bleed on any bituminous surface type used in Georgia.

3) Color: Ensure that the paint dries to a bright yellow that matches color chip #33538 of Federal Color

Standard #595B, within the limits of the Highway Yellow Color Tolerance Chart.

Ensure that the paint does not discolor when exposed to weather or traffic and does not appreciably

discolor from stains during service life on either concrete or bituminous surfaces.

4) Consistency: Ensure a viscosity of 80 - 100 Krebs units at 77 °F (25 °C).

5) Drying: Ensure that the paint dries to no-pick-up within 6 minutes when tested according to ASTM D

711.

Ensure that the paint dries through within 20 minutes when applied at 15 mils (0.38 mm) wet

thickness at 77 °F (25 °C).

6) Spraying: Mix the paint at the factory so it can be applied by spray machines without adding thinners. 167916791679

SECTION 870 — Paint

7) Storage: Ensure that the paint does not cake, liver, thicken, curdle, gel, or show any other

objectionable properties after storage for 6 months.

8) Coarse Particles and Skins: Ensure that the paint contains less than 1 percent of coarse particles and

skins.

9) Fineness of Grind: Ensure that the paint has a grind of 3 to 5 Hegman scale.

10) Weight per gallon (liter): Use paint weighing at least 13 lb./gal (1.56 kg/L) at 77 °F (25 °C).

11) Packaging: Pass the finished paint through a No. 40 (425 μm) screen while filling the containers.

12) Freeze-Thaw and Heat Stability: Ensure that the paint shows no coagulation, discoloration, or change

in consistency greater than 10 Krebs units, when tested according to TT-P-1952E.

13) pH: Ensure that the pH is greater than 9.5.

TABLE 12—NO. 5B, WATERBORNE YELLOW TRAFFIC LINE PAINT

Requirement Maximum Minimum

Paint Composition, percent by weight

Pigment 63.0 60.0

Vehicle 40.0 37.0

Non-Volatile Vehicle, percent by weight of vehicle 50.0 42.0

Pigment Composition, percent by weight

Titanium Dioxide, ASTM D 476 Type II, Rutile — 4.0

Lead-free organic yellow No. 65 — 5.0

Calcium Carbonate, ASTM D 1199 Type GC Grade 1 91.0 —

Vehicle Composition, percent by weight

Acrylic Emulsion E-2706 or DT211NA (50% NV)¹ 90.0 85.0

Methanol 3.0 1.0

Texanol Coalsecent 5.0 4.0

Other Additives 5.0 —

Propylene Glycol — 3.0

NOTE: ¹or approved equivalent

4.No. 6A, Waterborne High Build White Traffic Line Paint
a.Paint Composition: (See Table 13).
b.Finished Paint

1) Flexibility: Apply the paint to a 30 gauge (0.39 mm), clean tin plate panel, to a wet film thickness of

approximately 2 mils (0.05 mm). Use a doctor blade or other suitable means.

a.Dry the panel horizontally for 18 hours.
b.Bake the panel for 5 hours at 220 ° to 230 °F (105 ° to 110 °C).
c.Cool the panel to about 77 °F (25 °C) and bend it double over a 1/2 in (13 mm) rod. Ensure that

the film does not crack or flake when bent or straightened.

2) Bleeding: Ensure that the paint does not bleed over a bituminous surface type used in Georgia. 168016801680

SECTION 870 — Paint

3) Color: Ensure that the paint dries to a pure, intense white and furnishes the maximum amount of

opacity and visibility under both daylight and artificial light.

Ensure that the paint does not discolor when exposed to weather or traffic and does not appreciably

discolor with stains during service life on either concrete or bituminous surfaces.

4) Consistency: Use paint with a viscosity of 80 - 100 Krebs units at 77 °F (25 °C).

5) Drying: Ensure that the paint dries to no-pick-up within six minutes when tested according to ASTM D

711.

Ensure that the paint dries through within 20 minutes when applied at 25 mils (0.635 mm) wet

thickness at 77 °F (25 °C).

6) Spraying: Mix the paint at the factory so it can be applied by spray machines without adding thinners.

7) Storage: Ensure that the paint does not cake, liver, thicken, curdle, gel, or show any other

objectionable properties after storage for six months.

8) Coarse Particles and Skins: Ensure that the paint contains less than 1 percent of coarse particles and

skins.

9) Fineness of Grind: Ensure that the paint has a grind of 2 to 5 Hegman scale.

10) Weight per gallon (liter): Use paint weighing at least 14.00 lb./gal. at 77 °F (1.68 kg/L at 25 °C).

11) Packaging: Pass the finished paint through a No. 40 (425 μm) screen while filling the containers.

12) Freeze-Thaw and Heat Stability: Ensure that the paint shows no coagulation, discoloration, or change

in consistency greater than 10 Krebs units, when tested according to TT-P-1952E.

13) pH: Ensure that the pH is greater than 9.5.

TABLE 13—NO. 6A WATERBORNE HIGH BUILD WHITE TRAFFIC LINE PAINT

Requirement Maximum Minimum

Paint Composition, percent by weight

Pigment 63.0 60.0

Vehicle 40.0 37.0

Non-Volatile Vehicle, percent by weight of vehicle 50.0 42.0

Pigment Composition, percent by weight

Titanium Dioxide, ASTM D 476, Type II, Rutile — 13.0

Calcium Carbonate, ASTM A 1199, Type GC Grade 1 87.0 —

Vehicle Composition, percent by weight

Acrylic Emulsion meeting TT-P_1952E, Type III 90.0 85.0

Methanol 3.0 1.0

Texanol Coalsecent 5.0 4.0

Other Additives 5.0 0.0

Propylene Glycol — 3.0

NOTE: ¹or approved equivalent 168116811681

SECTION 870 — Paint
5.No. 6B, Waterborne Yellow High Build Traffic Line Paint
a.Paint Composition: (See Table 14).
b.Finished Paint:

1) Flexibility: Apply the paint with a doctor blade to a 30 gauge (0.39 mm), clean tin plate panel, to a wet

film thickness of approximately 2 mils (0.05 mm).

a.Dry the panel horizontally for 18 hours.
b.Bake the panel for 5 hours at 220 ° to 230 °F (105 ° to 110 °C).
c.Cool the panel to about 77 °F (25 °C) and bend it double over a 1/2 in (13 mm) rod. Ensure that

the film does not crack or flake when bent or straightened.

2) Bleeding: Ensure that the paint does not bleed on any bituminous surface type used in Georgia.

3) Color: Ensure that the paint dries to a bright yellow that matches color chip #33538 of Federal Color

Standard #595B, within the limits of the Highway Yellow Color Tolerance Chart.

Ensure that the paint does not discolor when exposed to weather or traffic and does not appreciably

discolor from stains during service life on either concrete or bituminous surfaces.

4) Consistency: Ensure a viscosity of 80 - 100 Krebs units at 77 °F (25 °C).

5) Drying: Ensure that the paint dries to no-pick-up within 6 minutes when tested according to ASTM D

711.

Ensure that the paint dries through within 20 minutes when applied at 25 mils (0.635 mm) wet

thickness at 77 °F (25 °C).

6) Spraying: Mix the paint at the factory so it can be applied by spray machines without adding thinners.

7) Storage: Ensure that the paint does not cake, liver, thicken, curdle, gel, or show any other

objectionable properties after storage for 6 months.

8) Coarse Particles and Skins: Ensure that the paint contains less than 1 percent of coarse particles and

skins.

9) Fineness of Grind: Ensure that the paint has a grind of 3 to 5 Hegman scale.

10) Weight per gallon (liter): Use paint weighing at least 13 lb./gal (1.56 kg/L) at 77 °F (25 °C).

11) Packaging: Pass the finished paint through a No. 40 (425 μm) screen while filling the containers.

12) Freeze-Thaw and Heat Stability: Ensure that the paint shows no coagulation, discoloration, or change

in consistency greater than 10 Krebs units, when tested according to TT-P-1952E.

13) pH: Ensure that the pH is greater than 9.5. 168216821682

SECTION 870 — Paint

TABLE 14—NO. 6B, WATERBORNE HIGH BUILD YELLOW TRAFFIC LINE PAINT

Requirement Maximum Minimum

Paint Composition, percent by weight

Pigment 63.0 60.0

Vehicle 40.0 37.0

Non-Volatile Vehicle, percent by weight of vehicle 50.0 42.0

Pigment Composition, percent by weight

Titanium Dioxide, ASTM D 476 Type II, Rutile — 4.0

Lead-free organic yellow No. 65 — 5.0

Calcium Carbonate, ASTM D 1199 Type GC Grade 1 91.0 —

Vehicle Composition, percent by weight

Acrylic Emulsion meeting TT-P-1952E, Type III¹ 90.0 85.0

Methanol 3.0 1.0

Texanol Coalsecent 5.0 4.0

Other Additives 5.0 —

Propylene Glycol — 3.0

NOTE: ¹or approved equivalent

B.Fabrication

See Subsection 870.2.B.

C.Acceptance

See Subsection 870.2.C.

D.Materials Warranty

See Subsection 870.2.D.

870.2.03 Sign Enamel

A.Requirements
1.Ensure that sign enamels, either baking or air-drying, except black, meet the requirements of Federal

Specifications TT-E-489 and Subsection 870.2.

2.Use the identified class shown in Table 15 for the respective types. Also, ensure that each color matches

Federal Standard 595A as designated. 168316831683

SECTION 870 — Paint

TABLE 15—SIGN ENAMEL FEDERAL SPECIFICATION REQUIREMENTS

Fed. Stand. No. 595 A Fed. Spec. TT-E-489e

Color Number Class Type

Yellow 13538 B

A

Baking

Air drying

White 17875 B

A

Baking

Air drying

Red 11105 B

A

Baking

Air drying

Blue 15090 B

A

Baking

Air drying

Green 14109 B

A

Baking

Air drying

3.For a black sign enamel, use a semi-gloss enamel that matches Federal Standard Number 595 A, Color 27038

and meets the requirements of Military Specifications MIL-E-698 B and Subsection 870.2.

B.Fabrication

Prepare the surface and use a primer recommended by the manufacturer of the sign enamel.

C.Acceptance

See Subsection 870.2.C.

D.Materials Warranty

See Subsection 870.2.D.

870.2.04 Paint for Timber

A.Requirements

Ensure that paints for timber meet the requirements of Subsection 870.2 and Federal Specification TT-P-104b,

unless otherwise specified.

1.If lead-free, fume-resistant paint is specified, ensure that it meets the requirements of Federal Specification

TT-P-103b.

2.If chalking is a specified requirement, ensure that the paint meets Federal Specification TT-T-103b modified to

require that the percentage of anatase be equal to that specified in TT-P-103b for both rutile and anatase.

B.Fabrication

See Subsection 870.2.B.

C.Acceptance

See Subsection 870.2.C.

D.Materials Warranty

See Subsection 870.2.D. 168416841684

SECTION 870 — Paint

870.2.05 Miscellaneous Paints

A.Requirements
1.Paint for Steel Piling and Sway Bracing

Use paint for steel piling and sway bracing that meets the requirements of Subsection 870.2 and the

following:

a.No. 1P, General: Ensure that materials used as a primer and/or finish coat are formulated from either a

coal tar pitch or a native pyrobitumen resin. You may use other types of material if they meet the

requirements in Table 16, below.

TABLE 16—PRIMER/FINISH COAT REQUIREMENTS

Properties Requirements

Color Black

Odor Ensure coal tar materials have no pyridine, pyridine base, or tar acid odor.

Consistency Easily applied by brush or spray to a coverage of 60 ft²/gal (1.5 m²/L), without sagging, yielding film

thicknesses of about 26 mils (0.66 mm) wet and 13 mils (0.33 mm) dry.

Drying time Apply at a rate of 60 ft²/gal (1.5 m²/L). Ensure that the material dries to a firm film within 24 hours at 70

° - 80 °F (21 °- 27 °C) and can receive a second coat.

Chemical

resistance

Ensure that the material remains intact and in good condition when immersed for 30 days in each of

the following inorganic acids, alkalies, and salts:

• 5% sulfuric acid

• 5% hydrochloric acid

• 2% phosphoric acid

• 5% sodium hydroxide

• 25% sodium chloride

• 25% calcium chloride

1) Durability: Before initially accepting a product to be supplied under this specification, the complete

system—from primer, when required, to finish coat(s)—shall be subjected to accelerated weathering

and atmospheric exposure tests according to ASTM D 822 and ASTM G 23, Type D.

2) Ensure that the system remains intact without cracking, and prevents significant steel corrosion for at

least 1,500 hours exposure in the accelerated weathering test, and 5 years atmospheric exposure in a

coastal environment.

3) The State Materials Engineer may approve systems that perform satisfactorily for up to 3,000 hours of

accelerated weathering pending completion of the 5-year atmospheric exposure tests.

4) After the Department initially accepts the material, you do not need to test each lot of material.

However, the Department will conduct other durability tests at its discretion.

b.No. 2P, Special Provisions Coating: Use special protective coatings instead of any other coating required

by the specifications for steel-H piling, steel sway bracing, metal shells for cast-in-place concrete piling,

or prestressed concrete piling in all intermediate bents of the cap and pile trestle-type.

1) Get approval from the Laboratory for the protective coating material.

2) Use a two-component, chemically cured, coal-tar epoxy that meets the requirements of either Type I,

Class 2, Military Specification MIL-P-23236 (Ships) or U.S. Corps of Engineers Specification C-200. 168516851685

SECTION 870 — Paint

3) Ensure that the coating exhibits optimum chemical and physical resistance to alkalies and mineral

acids under continuous immersion service.

4) Ensure that the cured coating withstands considerable physical abuse such as direct impact,

abrasion, and flexing.

5) Furnish a written certification to the Engineer that the material meets the requirements of these

specifications.

2.Galvanizing Repair Compound

Use a compound that meets the general requirements of Subsection 870.2 and Table 17.

TABLE 17—GALVANIZING REPAIR COMPOUND REQUIREMENTS

Maximum Minimum

Paint Composition, percent by weight

Pigment 77 73

Vehicle 27 23

Pigment Composition, percent by weight

Zinc dust, Federal Specification TT-P-460 99 95

Dust (Metallic Zinc Powder), Type 1 Lead Suboxide Stabilizer 0.15 —

Suspending Agent 1.85 —

Vehicle Composition, percent by weight

Non-Volatile Vehicle — 18

Volatile Vehicle 82 —

a.Non-volatile Vehicle: Use chlorinated rubber and a suitable plasticizer for the non-volatile portion of the

vehicle. Ensure that the chlorine content, based on the non-volatile vehicle, is at least 60 percent by

weight.

b.Volatile Vehicle: Use a volatile vehicle that is completely compatible with the other ingredients of the

finished product. Ensure that the vehicle meets all the physical and chemical requirements of the end

product.

c.Finished Compound: Ensure that the finished compound meets the requirements of Table 18.

168616861686

SECTION 870 — Paint

TABLE 18—FINISHED COMPOUND REQUIREMENTS

Characteristic Requirement

Condition in the

container

No pigment component of the ready-mixed compound settles. When the package remains

unopened for one year, you can readily disperse the pigment by hand mixing.

The vehicle does not liver, curdle, or show excessive bodying.

Application The material to repair galvanizing and to galvanize welds in the field shall be such that when

applied, there is no unusual difficulty in horizontal, vertical, or overhead positions.

Adhesion Expose test panels coated according to field application specifications to weather for at least

3 months in a position 45 degrees vertical, facing south. After this time, ensure that the test

panels show no visible signs of peeling or flaking.

Gassing No build up of gas or excessive pressure in the container when stored at room temperature

for 3 months.

Dry film thickness The compound leaves a dry film between 2 - 2-1/2 mils (0.051 - 0.064 mm) thick, when

applied according to field application specifications.

Drying time The compound is set to touch in 30 minutes and is dry to recoat in 4 hours. The material is

thoroughly hard within 48 hours after application.

Hardness Dry and cure the test panels coated under these specifications for at least 48 hours.

Brush a section by hand with a wire brush. Continue brushing until you see bright metal.

Measure the dry film thickness. Accept the material if the brushing does not reduce the film

below the specified thickness.

Consistency Viscosity at 77 °F (25 °C) is 123 ± 7 Krebs units, as measured by the Stormer

Viscometer.

Weight per lb (liter) 22 ± 10% lbs (2.64 ± 10% kg) at 77 °F (25 °C).

Packaging Commercial paint packaging is acceptable for containers smaller than 1 gal (3.8 L).

For 1 gal (3.8 L) packages, use No. 26 gauge steel pails.

Do not pack more than 1 gal (3.8 L) of compound in a single container.

Storage Store the compound where the temperature stays above 45 °F (7 °C).

3.Aluminum Caulking Compound

Use a compound that meets the requirements of Subsection 870.2, third bullet, and Table 19. 168716871687

SECTION 870 — Paint

TABLE 19—ALUMINUM CAULKING COMPOUND REQUIREMENTS

Properties Max. Min.

Compound composition, percent by weight

Pigment — 72

Vehicle 28 —

Pigment composition, percent by weight

Calcium carbonate, ASTM D 1199, Type GC — 72

Mineral filler 17 —

Aluminum paste, Federal Specification TT-P-320c, Type II, Class

III

— 10

Titanium Dioxide ASTM D 476, Type II, Class II — 1

Vehicle composition, percent by weight

Non-volatile — 78.5

Refined vegetable oil — 54

Polybutene oil — 24.5

Fatty acid — 3.5

Thinner and drier 18 —

Color: aluminum

a.Other Properties

Properties Requirement

Consistency Can be applied by hand caulking gun, knife, or trowel.

Adhesion Good adhesion to any dry, dust-free, or oil-free surface.

Curing A light film forms in 48 to 72 hours. A tough metallic film develops in 2 to 3 weeks.

Exposure Good resistance to water and weather.

B.Fabrication

See Subsection 870.2.B.

C.Acceptance

See Subsection 870.2.C.

D.Materials Warranty

See Subsection 870.2.D. 168816881688

SECTION 870 — Paint

870.2.06 Miscellaneous Paint Materials

A.Requirements

Use other paint materials that meet the following requirements:

1.Raw Linseed Oil: Use oil that meets the requirements of ASTM D 234.
2.Boiled Linseed Oil: Use oil that meets the requirements of ASTM D260.
3.Turpentine: Use turpentine that meets the requirements of ASTM D 13.
4.Mineral Spirits: Use petroleum spirits (mineral spirits) that meets the requirements of ASTM D 235.
5.Spar Varnish: Use Varnish, Spar Phenolic Resin, as per Federal Specification TT-V-119.
6.Tinting Pigment Paste: Use lampblack, venetian blue, or iron blue as tinting pigments.

• The Engineer may approve other tinting pigments, subject to limitations.

• Add all tinting pigments in paste form.

7.Putty: Use putty that meets the requirements of Federal Specifications TT-P-791a, Type II.
B.Fabrication

See Subsection 870.2.B.

C.Acceptance

See Subsection 870.2.C.

D.Materials Warranty

See Subsection 870.2.D.. 1689 1689 1689

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Source: Standard Specifications for Construction of Transportation Systems, 2021 Edition. Pages 1676–1699 of 2,050. View official source ↗

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