Art. 1023.01 Protective Coat SECTION 1023. PROTECTIVE COAT
1023.01 Requirements. Protective coat shall meet the requirements of
AASHTO M 233 (boiled linseed oil), except the protective coat shall have a nonvolatile range of 53 to 57 percent and the petroleum spirits used in the production of the protective coat shall be Type I meeting the requirements of ASTM D 235 with a maximum copper corrosion rating of 2. SECTION 1024. GROUT AND NONSHRINK GROUT
1024.01 Requirements for Grout. The grout shall be proportioned by dry
volume, thoroughly mixed, and shall have a minimum temperature of 50 °F (10 °C). Water shall not exceed the minimum needed for placement and finishing. Materials for the grout shall be according to the following. Item Article/Section
a.Cement ................................................................................................... 1001
b.Water ...................................................................................................... 1002
c.Fine Aggregate .................................................................................. 1003.02
d.Fly Ash ................................................................................ 1010.01, 1010.02
e.Concrete Admixtures .............................................................................. 1021
1024.02 Requirements for Nonshrink Grout. The prepackaged product shall
be mixed and placed according to the manufacturer’s instructions, except the addition of aggregate to the prepackaged product will not be permitted. Water shall not exceed the minimum needed for placement and finishing. Item Article/Section
a.Nonshrink Grout (Note 1)
b.Water ...................................................................................................... 1002 Note 1. Nonshrink grout shall be according to Illinois Modified ASTM C 1107. The nonshrink grout shall have a water soluble chloride ion content of less than 0.40 lb/cu yd (0.24 kg/cu m). The test shall be performed according to ASTM C 1218, and the grout shall have an age of 28 to 42 days at the time of test. The ASTM C 1218 test shall be performed by an independent lab a minimum of once every two years, and the test results shall be provided to the Department. Mixing of the nonshrink grout shall be according to the manufacturer’s specifications. The Department will maintain a qualified product list. SECTION 1025. EPOXY CONCRETE MATERIALS
1025.01 Epoxy Bonding Compound. The epoxy bonding compound shall be
according to ASTM C 881, Type IV, Grade 1, Class A, B, or C. The class supplied shall be governed by the range of temperature for which the material is to be used.
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Source: Illinois Standard Specifications for Road and Bridge Construction, 2022 Edition. Pages 883–883 of 1,217. View official source ↗