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General Requirements (01000-01999)

1050POURED JOINT SEALERS

IL · 2022 Standard Specifications✓ Full text on BuildSpecBook pages 951–952 Save this section

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Art. 1050.02 Poured Joint Sealers FILLERS, SEALERS, AND WATERPROOFING ITEMS SECTION 1050. POURED JOINT SEALERS

1050.01 Reserved.

1050.02 Hot-Poured Joint Sealer. Hot-poured joint sealer shall be according

to ASTM D 6690, Type II.

1050.03 Polysulfide Joint Sealant. The joint sealant shall be a polysulfide,

Type S or Type M, Grade NS, Class 25 or 12 1/2, Use T, according to ASTM C 920.

1050.04 Polyurethane Joint Sealant. The joint sealant shall be a

polyurethane sealant, Type S, Grade NS, Class 25 or better, Use T (T 1 or T 2), according to ASTM C 920.

1050.05 Fiber Modified Joint Sealer. The crack/joint sealant shall be a fiber-

modified asphalt binder mixed at the jobsite or premixed.

a.Jobsite-Mixed Sealant. The sealant shall consist of an asphalt binder and fibers, and be according to the following.
1.Asphalt Binder. The asphalt binder shall be PG 58-28, PG 58-22, or PG 64-22 and shall be according to Article 1032.05.
2.Fibers. Fibers shall be short cut polypropylene or polyester fibers meeting the properties listed below. The fiber will be accepted by certification. The Contractor shall supply a certification from the manufacturer stating that it meets the specified requirements. Property Value Polypropylene Polyester Length, in. (mm) 0.3 - 0.5 (8 - 12) 0.25 ± 0.02 (6.3 ± 0.5) Denier 13 - 16 3 - 6 Crimps None None Tensile Strength, min., psi (kPa) 40,000 (275,000) 70,000 (482,000) Specific Gravity (typical) 0.91 1.32 - 1.40 Moisture Regain @ 70 °F (21 °C) and 65% RH (typical), % 0.1 - Elongation at Break, % - 35 - 38 Melt Temperature, ºF (ºC) - 475 – 490 (246 - 254) Percent Fibers by weight (mass) 8.0 5.0 ± 0.5 The sealant shall be heated in the kettle at temperatures between 255 and 285 °F (124 and 141 °C). Preformed Expansion Joint Fillers Art. 1051.03
b.Premixed Sealant. The sealant shall be packaged and consist of an asphalt binder, fibers, and other modifiers meeting the following requirements. The sealant and its components will be accepted by certification. The Contractor shall submit a certification from the manufacturer stating that it meets the specified requirements.
1.Asphalt Binder. The asphalt binder shall be PG 64-22 and meet the requirements of Article 1032.05.
2.Fibers. Fibers shall be short cut polyester fibers meeting the properties listed above for Jobsite-Mixed Sealant. The sealant, in its final form, shall meet the following requirements when sampled and heated to the manufacturer’s recommended maximum heating temperature according to ASTM D 5167. Test Value Cone Penetration @ 77 °F (25 °C), ASTM D 5329 10-35 dmm Softening Point, ASTM D 36 175 °F (79 °C) min. Maximum Heating Temperature 400°F (204 °C) Application Temperature 350°F (177 °C) min.” SECTION 1051. PREFORMED EXPANSION JOINT FILLERS

1051.01 Methods of Sampling. Two samples, each 12 in. (300 mm) in length

and full width, will be taken for each 1000 ft (300 m) or fraction thereof. Individual samples will be taken from separate pieces of preformed expansion joint filler selected at random.

1051.02 Methods of Testing. In addition to Article 106.03, preformed

expansion joint fillers will be tested as follows. Extraction of Asphalt. The asphalt will be extracted by means of a Soxhlet extraction apparatus (large), equipped with a glass extraction shell having a round, perforated bottom. A small quantity of glass wool will be placed in the bottom of the extraction shell. Trichloroethylene shall be used as the extracting solvent. A sample weighing approximately 45 g will then be cut into narrow strips and packed in the shell above the glass wool. The residue in the shell, after complete extraction of the bitumen, will be thoroughly dried at a temperature of 215 ± 5 °F (102 ± 3 °C), cooled, weighed, and the percent of bitumen determined by difference. Before extraction, the sample shall be dried for 3 hours in a constant temperature oven at 325  5 °F (163 ± 3 °C).

1051.03 Bituminous Preformed Joint Filler. Bituminous preformed joint filler

shall consist of bitumen, felt, and mineral.

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Source: Illinois Standard Specifications for Road and Bridge Construction, 2022 Edition. Pages 951–952 of 1,217. View official source ↗

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