The test method is primarily intended for (but not limited to) evaluating the strength of materials having maximum particle sizes less than 3 ⁄ 4 in.

♂ NOTE-Editorially corrected units in Section 10.3 10.3 in in July 2009.ġ.1 This test method covers covers the deter determinat mination ion of the CBR (California Bearing Ratio) of pavement subgrade, subbase, and base course materials from laboratory compacted specimens. ♁ NOTE-Editorially corrected units in Section 6.2 in May 2009. This standard has been approved for use by agencies of the Department of Defense. A superscript epsilon (´) indicates an editorial change since the last revision or reapproval. A number in paren parenthese thesess indicates the year of last reappr reapproval. CBR (California Bearing Ratio) of Laboratory-Compacted Soils1 This standard is issued under the ﬁxed designation D1883 the number immediately following the designation indicates the year of original origin al adoption or, in the case of revis revision, ion, the year of last revision.

Iden lab rss 26 patch