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0'K-rfrl-"//r, <br />li rl <br />+ <br />Client: 6371in Bu i I ders, lnc. <br />l5l2 So. Grand Avenue <br />Santa Ana, Ca I iforn ia 9?701 <br />Date: 13y Zl , 1973 <br />Type of Report:( ) Final <br />COMPACTION TEST REPORT <br />Proiect: <br />( X) Progress Report No <br />Proposed lndustrial Building <br />S/E of Alton Avenue and Haple Street <br />Santa Ana, California <br />File No. 73-So3B <br />Test Nos. I 40 <br />PROGRESS OF JOB: Excavating and grading operations completed for the proposed buildingareas. Parking areas to be constructed at a later date. <br />GRADTNG PROCEDURES The building areas were excavated 18" below existins grade, then <br />the exposed surface vras processed and compacted. The excavatedsoil vras then replaced in lifts and compacted as required. <br />PREPARAT'ON OF GROUND SURFACE ANO PLACEMENI OF f'II <br />Vegetation Stripped and Area lnspected on: Hay g, lg73 <br />Classilication of native soil: S i I ty C lay flLL ARE cur AREA <br />Snface Scarified and Compacted to Depth of 12" ExcavagelLl 8" "Scarified <br />Minimum Relative Compaction Specified . 90 % q0 % <br />( ) Compaction Not Required in Cut Area Fill Placed ln-5-i-Loose Ufts <br />MAXIMUM DENSTIY IESIS: ASI/VI D 1367 -70 Hethod A tlodif ied to use 3 layers of soit <br />Soil Type Classification Maximum Density - PCF Optimum Moisturo - % <br />t0B .0 <br />107.0 <br />r r3.5 <br />r08.5 <br />I 8.0 <br />t7 .5 <br />t6.0 <br />t8.5 <br />12,' <br />\ <br />\N\ <br />S <br />\ <br />\ <br />\l <br />DATI NGINEERING, INC. <br />Dlructor ot Operldo Ovll Englne.r <br />sHEEr-l-OF--- Ir-Distribution: <br />Roviewed <br />Pla rti n - ul,lLrr c/ileo/.- <br />ADVANCED FOUNDATION ENGINEERING INC. / Consulting Foundrtion Enginccn <br />illl0 Airpon \Vay . P.O. Bor 4? - l,ong Bcrch, Glil. 90801 . 213,/.t263355 LA. 63&2386 714 /8Ze$32 <br />3625 Fourth Strccl . niy.Eidq Crlif. 92501 o 114 /e727{ <br />A Dark Brown Si I ty Clay <br />I Light cray Brown Silty Clay <br />C Brown Silty Clay <br />0 * Brown Clayey Silt <br />.DENOTES IMPORTED SOIL <br />CO^.IPACITON EQUIP/VIENI: 5 x 7 Sheepsfoot roller <br />cc: 5