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General Requirements (01000-01999)

1060WATERPROOFING MATERIALS

IL · 2022 Standard Specifications✓ Full text on BuildSpecBook pages 959–961 Save this section

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Art. 1060.01 Waterproofing Materials SECTION 1060. WATERPROOFING MATERIALS

1060.01 Description. Waterproofing materials shall include asphalt primer,

waterproofing asphalt, waterproofing asphalt emulsion, and butyl rubber membrane. All waterproofing materials used in a given construction shall be uniform in character, appearance, and consistency.

1060.02 Sources of Supply. All sources of supply shall be approved by the

Department.

1060.03 Measurement of Volume. Measurement of volume of asphalt primer,

waterproofing asphalt, and waterproofing asphalt emulsion will be based on the volume of the material at 60 °F (15 °C). Volumes measured at higher or lower temperatures will be corrected to the volume of 60 °F (15 °C), using the Standard ASTM-IP Petroleum Measurement Tables, ASTM D 1250.

1060.04 Delivery. When waterproofing materials are not sampled at the

source by a representative of the Department, they shall be delivered far enough in advance of their use on the work to permit the necessary tests to be made. Waterproofing materials shall be delivered in suitable containers or packages, plainly labeled to show the kind of material, the name of the manufacturer, and the lot or batch number. Each shipment shall be kept separate until the material has been accepted.

1060.05 Methods of Sampling. Samples of asphalt plank, asphalt panel, and

butyl rubber shall be 3 ft (900 mm) in length and full width of the product.

1060.06 Asphalt Primer for Waterproofing. Asphalt primer for waterproofing

shall be Rapid Curing Liquid Asphalt RC-70 as specified in Article 1032.07 and shall be used prior to the application of waterproofing asphalts: AWP-Type I and AWP-Type II.

1060.07 Asphalt for Waterproofing (AWP). Asphalt for waterproofing (AWP)

shall be either Type I or Type II and shall be according to ASTM D 449. Type I. For use in waterproofing below ground level. The asphalt shall be free from water and shall not foam when heated to a temperature of 350 °F (177 °C). Type II. For use in waterproofing above ground level and for use in the construction of asphalt plank bridge floors. The asphalt shall be free of water and shall not foam when heated to a temperature of 400 °F (204 °C).

1060.08 Asphalt Emulsion for Waterproofing. Asphalt emulsion for

waterproofing shall be an anionic type emulsion of asphalt in water with an asphalt content of 60 to 65 percent and a Saybolt Furol viscosity at 77 °F (25 °C) of 20 to 80 SFS when tested according to AASHTO T 59. The asphalt residue recovered from distillation according to AASHTO T 59 shall be according to the requirements of ASTM D 449, Type I, asphalts for waterproofing, with the exception; the ring and ball Waterproofing Materials Art. 1060.09 softening point shall be excluded. In addition, the material shall meet the moisture retention requirements specified in Article 1022.01 and shall pass the following tests.

a.Resistance to Water Action. When tested according to ASTM D 466, no lifting of the film or darkening of the water will be permitted.
b.Freeze Recovery. Freeze recovery shall be tested in the following manner. Soak an unglazed ceramic tile, as used in ASTM D 466, in distilled water for ten minutes. Then place the tile in a freezer until the ice crystals form on the surface, at which time the tile is removed from the freezer and immediately coated with emulsion at room temperature as per ASTM D 466. The coated tile is then replaced in the freezer. After five hours, the tile is removed from the freezer and dried as per ASTM D 466. After drying, the tile is tested as per ASTM D 466. No lifting of the film or darkening of the water will be permitted.
c.Rain Resistance. Rain resistance shall be tested as follows. Dampen 3.5 oz (100 grams) of dry 1/4 to 3/8 in. (6 to 9 mm) stone chips with 0.04 oz (1 g) of water. Add 0.18 oz (5 g) of emulsion to the damp chips and mix for two minutes. When mixing is completed, place the coated chips on a screen and immerse them in a container of water at room temperature allowing them to soak one minute without movement. After soaking, remove from the water and examine for loss of coating. No loss of coating will be permitted.

1060.09 Butyl Rubber Membrane. Butyl rubber membrane shall be 1/8 in.

(3 mm) thick. Rubber membrane shall be a compound butyl elastomer of the IIR Family (Isobutylene-Isoprene rubber) according to the following.

a.Butyl Membrane. Color ............................................................................................................... Black Specific gravity (ASTM D 297) ................................................................1.20 ± 0.03 Tensile strength (ASTM D 412) ....................................... 1200 psi (8300 kPa) (min.) Modulus at 300% elongation (ASTM D 412) ...................... 600 psi (4100 kPa) (min.) Elongation (ASTM D 412) ..................................................................... 300% (min.) Tear resistance, die B (ASTM C 624) ................................ 150 psi (1034 kPa) (min.) Hardness, Shore A (ASTM D 2240) ........... 55 ± 5 with 5 sec interval before reading Ozone resistance, 70 hr at 100 °F (38 °C) in 50 PPHM Ozone; 20% elongation ................... no cracks Heat Aging, 7 days at 240 °F (116 °C) ............................. 70% of original properties Maximum vol. Swell (Triscresyl Phosphate Immersion) 72 hr at 212 °F (100 °C) ................................ 10 Operating temperature range ....................................... -40 to 275 °F (-40 to 135 °C) Water absorption, volume change ........................................................ less than 1%
b.Adhesive. Adhesive for securing butyl rubber membrane and the protective cover shall be compatible to the membrane waterproofing and with the materials to which it is bonded. It shall remain workable to its brittle point [-40 °F (-40 °C)]. Art. 1060.10 Waterproofing Membrane System
c.Rubber Cement. Rubber Cement for splicing rubber membrane shall be a self-vulcanizing butyl rubber compound according to the following. Property Value Viscosity No. 3 Zahn Cup [77 °F (25 °C)] 100 to 150 sec. Total Solids 30% (min.)
d.Butyl Gum Tape. Butyl gum tape for splicing butyl membrane shall be black, unvulcanized butyl rubber with an 8 mils (200 µm) polyethylene film backing. The tape shall be 30 mils ± 4 mils (0.8 mm ± 100 µm) thick, including the backing.

1060.10 Asphalt Plank. The asphalt plank shall be plain asphalt plank

according to the requirements of ASTM D 517.

1060.11 Asphaltic Panel. The asphaltic panel shall be according to the

requirements of AREMA Specifications, Chapter 29 for Membrane Waterproofing, Section/Article 2.4.7. SECTION 1061. WATERPROOFING MEMBRANE SYSTEM

1061.01 Description. The waterproofing membrane system materials shall

consist of a penetrating primer, coal tar pitch emulsion, fiber glass, slurry seal top coat, and a sand asphalt seal protection layer.

1061.02 Penetrating Primer. The primer shall be a highly penetrating solution

that is compatible with the coal tar pitch emulsion and suitable for use on portland cement concrete surfaces. Asphaltic primers will not be permitted.

1061.03 Coal Tar Pitch Emulsion. The coal tar pitch emulsion shall be

compounded of heavy closed ring hydrocarbons dispersed in water by means of a combination of irreversible colloidal clays.

a.Sampling and Testing. Prior to approval and use of the material for coal tar pitch emulsion and penetrating primer, the Contractor shall submit a certification by the manufacturer of each material, stating that it meets these requirements. This shall not constitute a waiver on the part of the Department of any requirements with respect to samples and samplings, and the right is retained to perform any or all of the tests specified.
b.Ingredient Materials. The coal tar pitch used in production of this material shall have a specific gravity at 77 °F (25 °C) of 1.20 to 1.27. By continuous hot extraction with benzol, after digesting in toluol, the insolubles ordinarily described as free carbon shall not be less than 12 percent. A cylinder of the pitch 1/2 in. (13 mm) in diameter and 6 in. (150 mm) long, which has been immersed in melting ice for at least 30 minutes, shall withstand being bent double without developing cracks at the point of greatest deflection; a duplicate cylinder, which has been immersed in melting ice for at least an hour, shall withstand twisting for two complete turns of 360 degrees each

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Source: Illinois Standard Specifications for Road and Bridge Construction, 2022 Edition. Pages 959–961 of 1,217. View official source ↗

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