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California Tact 301 <br /> 1978 <br /> H. THE BATCHING OF BASE, SUBBASE AND BASE- 5. limisediately cover pan to prevc* ` less of mois- <br /> MENT SOILS CONTAINING PORTIONS OF BITUMI- lure before boo inning Part I1 of the test method. <br /> THOUS MIX <br /> 1. Break humps of bitll[ninnnS mix dawr,to pass the <br /> 1-inch sieve and remove all rocks over I inch.A sieve K. PRECAUTIONS <br /> analysis is not normally performed on samples such 1. Exercise c.ue in splitting and batching the pass- <br /> as these. ing No.4 sieve fractions to insure a minimum loss of <br /> 2. Quarter sample careful]), through a riffle split- dust from the sample.Tests have shown that differ- <br /> ter and then follow the procedure as outlined in Sec- enc•es in the amount of fines can have a profound <br /> tion F above. effect on the R-v!due test. <br /> 2. Complete and thorough mixing of the sample <br /> 1. INITIAL MOISTURE SAMPLE during the process of adding water is essential for <br /> For all materials to be tested,weigh out an extra uniformity of test results.The period of mixing given <br /> sample of 200 grans or more, having exactly the in Section F-6,of this procedure,must be observed <br /> same grading as the test samples,for the determirta- as the minimum requirement.However,to avoid ex- <br /> kion of initial moisture.Determine the moisture con- cess moisture loss due to evaporation,do not contin- <br /> tent by weighing accurately before and after drying ue mixing longer than two minutes after the addition <br /> to constant weight at a temperature between 221' of water has ceased. <br /> and 230'F. 3. At all times except during immediate process- <br /> J. MIXINGing,keep the samples in covered containers to pre- <br /> t <br /> 1. The R-value test requires the preparation of vent evaporative toss of moisture. <br /> four test briquettes at different moisture contents. <br /> The first briquette is used as a pilot specimen.After L. NOTES <br /> completing the pilot specimen, it can be used as a The determination of the proper soil weight-mois- <br /> gui_Se in the preparation of the other three stabilom- tune relationships of test specimens,which is needed <br /> eter specimens which shall,when possible,conform to meet the requirements of the 11-value test, re- <br /> to the following limitations: quires judgment and experience on the part of the <br /> Height = 2.5 ± 0.05 inches. operator.An estimation of the weight of material and <br /> - Exudation pressure:One sample should be above moisture must be made for the pilot or trial bri- <br /> and two below 309 psi or two above and one below quette,and its exudation pressure and height must <br /> 300 psi, conform to the above Section 1.Then, from the at- <br /> 2. All samples should exude moisture when the Cached chart (Figure 1) use the pilot specimen data <br /> pressure is between 100 and 800 psi, except when and determine the approximate weight of material <br /> very high expansion pressures are expected. In the For a 2'/.--inch high stabilometer specimen.From the <br /> latter case,wetter specimens are sometimes neces- exudation pressure of the pilot specimen,determine <br /> sary to'get expansion pressures low enough to pro- whether to use more or less moisture in the remain- <br /> vide an intersection with the R-value curve. ing samples to obtain the desired results.The deci- <br /> 3. On the day following the overnight curing peri- sion as to the amount of water to use still rests with <br /> od,add additional moisture,in the same manner as the operator. If the pilot specimen conforms to the <br /> described above in Section F-6, until the estimated requirements for a stabilometer specimen it may be <br /> saturation moisture is attained.If the optional proce- used as such,otherwise it should be discarded. <br /> dure for aggregate bases was used,add all the water ?Formally, three specimens are enough to deter. <br /> needed to attain saturation moisture. Mix well, in mine the R-value. However, in the case of critical <br /> either case,while adding water and continue mixing materials it is sometimes necessary to make addition- <br /> for one minute thereafter. al tests in order that the true shape of the exudation <br /> 4. Weigh out enough material to fabricate a com- pressure curve will be known at the"300 psi"exuda- <br /> pacted specimen 4 inches in diameter and 21/1 inches tion point. The exact number of tests needed is a <br /> high. matter of judgment. <br /> 1 i <br /> 4 <br />