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SCEBs - University of Colorado Boulder

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each specimen‟s bulk unit weight. Typical unit weights <strong>of</strong> the <strong>SCEBs</strong> were measured to<br />

be approximately 127 pounds per cubic foot (pcf), with a minimum value <strong>of</strong> 125.8 pcf<br />

and a maximum <strong>of</strong> 127.6 pcf. This corresponds to a full size block weighing<br />

approximately 40 to 45 pounds. A full listing <strong>of</strong> bulk unit weights and other block<br />

specifications can be found in Appendix 8.2.1.<br />

For each ratio, ten <strong>SCEBs</strong> were produced. None <strong>of</strong> the <strong>SCEBs</strong> appeared to<br />

exhibit significant imperfections after ejection from the Small Block Press. Four were<br />

tested during the 28 day curing period at weekly intervals, leaving six blocks available<br />

for the durability tests. The compression tests were performed over a 6 week period (4<br />

weeks <strong>of</strong> curing and 2 weeks for the durability tests).<br />

4.1.2.4. UCS Testing<br />

An Instron materials testing machine available in the Integrated Teaching and<br />

Learning Laboratory at CU <strong>Boulder</strong> and equipped with a 50 kN (11.2 kips) load cell, was<br />

used to measure the unconfined compressive strength <strong>of</strong> the <strong>SCEBs</strong>. The New Mexico<br />

Earthen Building Materials Code testing standards were followed as closely as possible.<br />

The dimensions given for full-size <strong>SCEBs</strong> were adjusted to accommodate the quarter-size<br />

blocks. A controlled strain rate <strong>of</strong> 0.0003 in/sec was used rather than a controlled stress<br />

rate. The strain rate used did not allow for the stress rate to surpass the rate given by the<br />

followed code.<br />

The <strong>SCEBs</strong> tested for durability were allowed to cure in a controlled environment<br />

(~92.5% relative humidity, ~72 o F) for 28 days before any durability strength testing<br />

began. This was to allow the cement strength to fully develop thus allowing measured<br />

strength values to be independent <strong>of</strong> cement strength changes. Tests were performed at<br />

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