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The Northwest Masonry Guide

Components For Mortar And Grout

ASTM C404- 3.2.1 Grading Requirements

Amounts finer than each Laboratory Sieve (square openings),
% by weight
Sieve Size Fine Aggregate Coarse Aggregate
Size No. 1

Size No. 2

Size No. 8 Size No. 89
Natural Manufactured
1/2-in. -- -- -- 100 100
3/8-in 100 -- -- 85 to 100 90 to 100
No. 4 (4.76mm) 95 to 100 100 100 10 to 30 25 to 55
No. 8 (2.38mm) 80 to 100 95 to 100 95 to 100 0 to 10 5 to 30
No. 16 (1.19mm) 50 to 85 60 to 100 60 to 100 0 to 5 0 to 10
No. 30 (595micron) 25 to 60 35 to 70 35 to 70 -- --
No. 50 (297micron) 10 to 30 15 to 35 20 to 40 -- --
No 100 (146micron) 2 to 10 2 to 15 10 to 25 -- --
No. 200 (74micron) -- -- 0 to 10 -- --

Note -- Size No. 1 is that specified for concrete sand in the Specifications for Concrete Aggregates (ASTM Designation: C 33)2; Size No. 2 is that speicified for masonry mortar in the Specifications for Aggregate for Masonry Mortar (ASTM Designation: C 144)3; and Sizes 8 and 89 are standard sizes as given in the Specifications for Standard sizes as given in the Specifications for Standard Sizes of Coarse Aggregate for Highway Construction (ASTM Designation: D 448)2.

Back to Aggregates for Grout


The NW Masonry Guide Table of Contents

Masonry Institute of Washington
Washington State Conference of Mason Contractors