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<br />..... <br /> <br />a: <br />'" <br />C\.' <br /> <br />c <br /> <br />XXll <br /> <br />CONTENTS <br /> <br />Section <br /> <br />'63 <br />.6. <br />"5 <br />466 <br />467 <br />.68 <br />46' <br />470 <br /> <br />D271 <br />D201 <br />D3i'l27 <br />D3033 <br />D3;)34 <br />D2141 <br />D3S51H and DSS52H <br />Durability tests <br /> <br />COMPARISON OF TEST SPECIMENS <br /> <br />471 Scope of tests <br />472 Comparison of compressive strengths of various types of specimens <br />473 Relation between strengths of 2-inch cubes and 2- by 4-inch cylinders <br />474 Comparison of standard fog curing and water curing <br />475 Comparison of compressive tests for different types of specimens <br />476 General remarks <br />477 Conclusions <br /> <br />ABRIDGED CEMENT SPECIFICATIONS FOR HOOVER DAM <br /> <br />478 Introduction <br />479 Detailed requirements <br /> <br />Page <br />511 <br />511 <br />512 <br />512 <br />512 <br />513 <br />513 <br />51. <br /> <br />514 <br />51' <br />520 <br />523 <br />5" <br />5" <br />526 <br /> <br />526 <br />526 <br />