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APPENDIX III <br />EXAMPLE OF TEST RESULT <br />COUNTY OF ORANGE <br />❑C PUBLIC WORKS <br />DAVID DIXON MEMORIAL MATERIALS LABORATORY <br />TEST METHOD; CTM 216 <br />REPORT OF TESTS ON <br />PAGE T OF 1 <br />THE RELATIVE COMPACTION OF <br />DATE TESTED: N3112015 <br />REQUIRED RC- 90 <br />IMPORT -SAND <br />AM <br />PROJECT NAME• NEWLAND STORM <br />CHANNEL <br />CHARGE- EF07404 <br />AGENCY; GC PUBLIC WORKS <br />INSPECTOR: TGMMY NGUYEN <br />CONTRACTOR: KEC <br />USE STRUCTURE BACKFILL <br />PLANT; BNI • CORONA <br />TESTED BY KEVIN NGUYEN. <br />NUCLEAR GAUGE MODEL 34W (CTM 231) <br />DENSITY STD COUNT 2414 <br />GAUGE SERIAL 0:70004 <br />MOISTURE $TO COUNT 697 <br />LABS STREETI <br />STATION/ <br />ELEVATION DEPTH VVIPO DIPD %H2O <br />WIMD DIMD OPT %RC RETE$T <br />LOCATION <br />OFFSET <br />15-C-2455 NEWLAND S6 <br />47+7QIC4 <br />4'BTW S' 128.4 1112 7A <br />134.9 t1 UN 95 <br />TRENCH <br />FIELD TIME <br />AT S = <br />ONE MOLD (CAL 216) <br />AT S = <br />WET CURVE (CAL 216) <br />AT $ _ <br />DRY CURVE (CAL 216) <br />AT S <br />ASTM 1557 (AA$HTO) <br />OTHER <br />AT S <br />AT <br />BY <br />END OF MONTH TOTAL 5 <br />BILLING <br />,d.�-, Sr- CAI E gim, <br />G� <br />Page 19 of 25 Quality Assurance Plan 2019 <br />