Section 4111. Class L Fine Aggregate for Portland Cement Concrete.
4111.01 DESCRIPTION.
Natural sands resulting from disintegration of rock through erosional processes.
Acquire mineral aggregate from an approved source as described in
Materials I.M. 409. Use Class L fine
aggregate in Class L Porland cement concrete mixtures as specified in
Materials I.M. 529.
4111.02 GRADATION.
Meet the requirements for Gradation No. 1 of the Aggregate Gradation Table,
Article 4109.02. When the fine aggregate is
sieved through the following sieves: No. 4, No. 8, No. 16, No. 30, No. 50,
and No. 100 (4.75 mm, 2.36 mm, 1.18 mm, 600 µm, 300 µm, and 150 µm), not
more than 45% shall pass one sieve and be retained on the sieve with
the next highest number.
4111.03 QUALITY.
TABLE 4111.03
Fine Aggregate Quality Test Limits Test Method Shale and Coal 2.0% (maximum) Materials I.M. 344 Mortar Strength 1.3 (minimum) Iowa DOT Materials Laboratory
Test Method 212