Art. 1029.01 Cellular Concrete SECTION 1029. 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.
Source: Illinois Standard Specifications for Road and Bridge Construction, 2022 Edition. Pages 885–885 of 1,217.
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