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Job No. 48 71 <br />over a 6 nl1 plastic nenbrane. The plastic menbrane should <br />be properly lapped, sealed, and proEected uit.h sand . <br />IE ls cauEioned that concrete slabs ln areas to recelve <br />ceramlc tlle or other crack sensitive floor coverlngs nust <br />be deslgned and consEructed Eo Einlmlze hairline cracklng. <br />Expanslon <br />The results of tests indicate that the solls existlng <br />the site possess Low expanslon potential. The results are <br />f o11ows: <br />on <br />as <br />Source <br />Location <br />Maximum <br />Densi.ty <br />0ptinun <br />MoisEure <br />Expanslon <br />Index <br />Huntington Beach l2l .5 <br />Oso Parkvay <br />Mission Vie jo <br />12.2 <br />consEruction <br />t4 <br />As a result, <br />necessary for expans <br />os <br />ve soll purposes on this <br />Limlts of Re ortin <br />Thls report covers the gradlng <br />lndustrial buildtng betveen Ehe dates <br />!hrough January 25, 1988. <br />perforned f orof January 7, <br />the <br />1988 <br />General <br />The grading performed on thls aite uas done ln anacceptable Eanner and in confornance wLEh the GeotechnlcalInvestlgatlon. The results of testing lndicaEe EhaE the fillhas been compacted to at least 90 percent of maximundenslty. Based on test results and observations made by thisflrn, 1t ls the oplnlon of thls englneer Ehat this proJect <br />is suiEable for the constructlotr of the Kleenline fndustrial <br />Bul1dlng. <br />Page 3 <br />Soluble Sulf ares <br />The soils exlstlng on the sLte contaln a soluble sulfatecontent less than O.2O percent whlch 1s not considereddetrlmental to ,standard concreEe 01xes. As a result, no <br />s&ec1al, ce-EearY type or consLruction 1s consldered necessal!for soluble sulfates for this project. <br />neg. <br />is consldered <br />pro ject. <br />I <br />I <br />I <br />I