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Job No. 4871 Page 3 <br />over a 6 rnil plastic membrane. The plastic membrane should <br />be properly lapped, sealed, and protected vith sand. <br />It is cautioned that concrete slabs 1n areas to receive <br />ceranic Eile or other crack sensitive floor coverlngs nust <br />be desi.gned and constructed to minlmize hairllne cracking. <br />Expansion <br />The results of tests indicate that the soils existing <br />t.he site possess 1ow expansion potential. The results are <br />f oLlovs: <br />on <br />AS <br />Expanslon <br />Index <br />Source <br />Location <br />Ma x irnun <br />Density <br />121.5Huntington Beach <br />0so Par kr.,a y <br />Mission Vie jo <br />As a result, no <br />necessary for expansive <br />14 <br />neg. <br />is considered <br />pro j ect. <br />The soi 1s existing on Ehe site conta j-n a soluble sul fate <br />content less than 0.20 percent vhich is not considered <br />detrj.Dental to standard concrete mixes. As a result, no <br />special ceEenE type or constructlon is considered necessary <br />for solubLe sulfates for this project. <br />Limlts of Re orEin <br />perforned f orof January 7, <br />the <br />1988 <br />General <br />The grad j.ng performed on this site Lras done in an <br />acceptable manner and in conformance rith the GeoEechnicaL <br />Investigation. The results of testing indicate thaE the fill <br />has been compacted go aE least 90 percent of maximuo <br />density. Based on test results and observations rBade by this <br />firm, iE is the opinlon of this englneer Ehat Ehis project <br />is suitable for the constructlon of the KleenIlne Industrial <br />Butlding. <br />I <br />0ptinum <br />Moisture <br />L2.2 <br />special constructi.on <br />so11 purposes on lhis <br />SoLuble Sulfates <br />This report covers the grading <br />lndustrial building between the dates <br />t.hrough January 25, I988. <br />t <br />T <br />I