Fabric Reinforced Elastomeric Art. 1028.01 SECTION 1026. CONCRETE SEALER
1026.01 General. Sealer types shall be according to the listing in
AASHTO M 224 and additional types will be considered for use. The sealer shall be listed on the Department’s qualified product list. The sealer shall have a clear or amber color when dry. The manufacturer shall provide an infrared spectrophotometer trace of the concrete sealer. The sealer will be tested by the Department according to Illinois Modified ASTM C 672. The average visual rating of the test specimens treated with sealer, divided by, the average visual rating of the untreated test specimens shall not exceed 0.80 after 60 cycles. In addition, the sealer shall not be debonded from the test specimens upon completion of testing. SECTION 1027. CHEMICAL ADHESIVE
1027.01 Chemical Adhesive Resin System. The chemical adhesive resin
system shall consist of a two part, fast-setting resin and filler/hardener. The system shall meet the requirements of the ITP for Chemical Adhesives and be on the Department’s qualified product list. SECTION 1028. FABRIC REINFORCED ELASTOMERIC
1028.01 Fabric Reinforced Elastomeric. Fabric reinforced elastomeric shall
consist of a fabric and an elastomer compound. The elastomer compound shall be either Polychloroprene according to Table X1 of AASHTO M 251 having a minimum Hardness (Durometer) of 50 or Ethylene Propylene Diene Monomer (EPDM) according to Article 1052.02. The composite of the fabric and elastomer compound shall have a minimum tensile strength of 700 x 700 lb/in. (122.6 x 122.6 N/mm) according to ASTM D 378. The minimum elongation at ultimate tensile strength shall be 30 percent according to ASTM D 412. The minimum thickness of the fabric reinforced elastomeric shall be 1/8 in. (3 mm). Art. 1029.01 Cellular Concrete SECTION 1029. CELLULAR CONCRETE
1029.01 Description. This item shall consist of the materials and equipment to
manufacture cellular concrete.
1029.02 Materials. Materials shall be according to the following.
Item Article/Section
a.Portland Cement ...................................................................................... 1001
b.Fly Ash ..................................................................................................... 1010
c.Water ....................................................................................................... 1002
d.Fine Aggregate ........................................................................................ 1003
e.Concrete Admixtures ............................................................................... 1021
f.Foaming Agent (Note 1) Note 1. The foaming agent shall be according to ASTM C 869 and be on the Department’s qualified product list. The manufacturer shall provide an infrared spectrophotometer trace no more than five years old. When the infrared spectrophotometer trace is more than seven years old, a new one shall be provided.
1029.03 Equipment. Equipment shall be according to the following.
Item Article/Section
a.Concrete Mixers and Trucks ............................................................... 1103.01
b.Batching and Weighing Equipment ..................................................... 1103.02
c.Automatic and Semi-Automatic Batching Equipment.......................... 1103.03
d.Water Supply Equipment .................................................................... 1103.11
e.Mobile Portland Cement Concrete Plants ........................................... 1103.04
f.Foam Generator (Note 1)
g.Mobile Site Batch Plants (Note 2) Note 1. Foam generating equipment shall be calibrated daily to produce an accurate volume of foam. Note 2. Mobile site batch plants shall be capable of mixing and pumping cellular concrete, and shall have a minimum 1 cu yd (0.76 cu m) capacity. Mobile site plants shall be calibrated before the start of a project and during the project as necessary. ASPHALT AND BITUMINOUS ITEMS SECTION 1030. HOT-MIX ASPHALT
1030.01 Description. This section describes the materials, mix designs,
proportioning, mixing, and transportation requirements to produce and place hot-mix asphalt (HMA) following the Quality Management Program (QMP) designated in the plans.
Referenced in this section
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Source: Illinois Standard Specifications for Road and Bridge Construction, 2022 Edition. Pages 884–885 of 1,217. View official source ↗