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General Provisions (100-199)

1049The pigment portion of these paints shall be a combination of prime and extender

IN · 2024 Standard SpecificationsBook pages 10591061View official source ↗

1049 The pigment portion of these paints shall be a combination of prime and extender pigments as required to produce either white or yellow waterborne traffic paint in accordance with the color and other requireme nts of the finished product. The yellow waterborne traffic paint pigment shall contain pigment yellow Color Index No. 65, or 74, or 75 or a combination of each. The white waterborne traffic paint pigment shall contain titanium dioxide in accordance with ASTM D476. The non-volatile portion of 350 the vehicle shall be composed of a 100% acrylic polymer. The cured film of waterborne traffic paint shall not contain any toxic heavy metals above the limits of the regulatory levels of 40 CFR 261.24, Table 1 or contain any other material which will require characterization as a hazardous waste for the disposal of the dried film. 2. Specific Requirements Min. Max. Volume solids, ASTM D2697, % 58.0 -- Total solids by mass, ASTM D2369, % 73.0 -- Pigment by mass, ASTM D3723, % 45.0 57.0 Vehicle solids by mass of the vehicle, % 44.0 -- Viscosity, ASTM D562, Krebs Units 75 95 Weight/volume, ASTM D1475, 25°C, kg/L 1.498 -- Weight/volume @ 25°C, variation from the manufacturer’s initially approved batch, ASTM D1475, kg/L. -- 0.024 Dry time, ASTM D711, 15 mils wet film thickness, airflow of less than 50 cu ft/min, without glass beads -- 10 min Reflectance Factor, Y, C.I.E. illuminant, C, 2° standard observer, ASTM E1349, 15 mils wet film thickness, air dried a minimum of 16 h, % White .......................................................... Yellow ........................................................ 84 50 -- Color, yellow only, x - y C.I.E. Coordinates for the strong limits of FHWA color chart PR1, 15 mils wet film thickness, air dried a minimum of 16 h, measured on white background, C.I.E. illuminant, C, 2° standard observer, % deviation Match the strong limits ±6.00 Coarse material retained on a No. 30 sieve, ASTM D185, % -- 0.05 Bleeding ratio, Federal Specifications TT-P-1952B, except asphalt saturated felt paper shall be in accordance with ASTM D226, Type I 0.97 -- Contrast ratio, ASTM D2805, 10 mils wet film thickness on opacity chart 2A or 2C, air dried a minimum of 16 h 0.96 -- Volatile organic compounds, ASTM D3960 from May 1 thru September 30, g/L from October 1 thru April 30, g/L -- -- 105 Abrasion resistance, Federal Specifications TT-P-1952B, L 190 -- (continued on next page) 909.05 1050 (continued from previous page) Min. Max. Freeze-thaw stability, Federal Specifications TT-P-1952B, change in consistency, Krebs Units -- 10 Heat stability, Federal Specifications TT-P-1952B, change in consistency, Krebs Units -- 10 Scrub resistance, ASTM D2486, with abrasive medium and shims, cycles 300 -- Water resistance, Federal Specification TT-P-1952B Film shall not soften, blister, wrinkle, or lose adhesion Flexibility, Federal Specifications TT-P-1952B No cracking or flaking of film Infrared spectrum of the vehicle ASTM D3168 Shall match spectrum of manufacturer’s previously submitted samples Dilution test shall be capable of dilution with water at all levels without curdling or precipitation such that wet paint can be cleaned up with water only.

909.06 Blank

909.07 Blank

909.08 Blank

909.09 Blank 370

909.10 Non-Epoxy PCC Sealers

Non-Epoxy PCC sealers shall be selected from the QPL of Non-Epoxy Portland Cement Concrete Sealers. A non-epoxy PCC sealer will be considered for inclusion on the QPL by completing the requirements in accordance with ITM 806, Procedure C. (a) Properties The non-epoxy PCC sealer shall be in accordance with NCHRP 244, Series IV, Southern Climate Weathering Test and possess the following properties: 380 Property Requirement Reduction of Chloride Ion Content 90% of the Control Active Ingredients, minimum, Silane Based 40% 909.06 1051 (b) Test Report The testing shall be performed by a recognized laboratory in accordance with ITM 806. The non-epoxy PCC sealers shall be delivered to the jobsite in unopened containers with the manufactur er’s numbered seal intact.

909.11 Epoxy-Resin-Base System for Bonding Plastic Concrete to Hardened 390

Concrete Two-component, epoxy-resin bonding systems for use in bonding freshly mixed concrete to hardened concrete shall be in accordance with ASTM C881 for Type II, grade 2, and the class consistent with the ambient temperature as follows. Class A for use below 40°F, class B for use between 40°F and 60°F, and class C for use above 60°F. A Type C certification in accordance with 916 shall be provided for the epoxy- resin-base system.

909.12 Epoxy Resin Additives for Injection into Concrete The epoxy resin adhesive shall be of low enough viscosity so it flows to the next 400

open port in the surface seal material. The adhesive shall be capable of penetrating crack widths down to 0.005 in. The adhesi ve shall be capable of bonding to dry or damp surfaces. The adhesive shall exhibit a slant shear strength exceeding the concrete strength when tested fully cured in accordance with AASHTO T 237. The surface seal material shall have adequa te strength to hold injection fittings in place and to resist injection pressures adequa tely to prevent leakage during injection. A Type C certification in accordance with 916 shall be provided for the epoxy resin adhesive. 410

Source: Indiana Standard Specifications, 2024 Edition. Pages 10591061 of 1,248.