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COMPACTION TEST RESULTS <br /> CLIENT: Dunrite Construction PROJECT: 40125 Chancey Road PAGE 2 OF 2 <br /> FILE NO: TL193464 DATE OF TEST: 11/18/19 <br /> AREA REPRESENTED: pad DATE REPORTED: 11/18/19 <br /> TESTING APPARATUS: SAND CONE X NUCLEAR DEVICE OTHER REPORT NUMBER: 02 <br /> TEST METHOD: ASTM D1556 XX ASTM D6938 <br /> METHOD PERFORMING MOISTURE—DENSITY RELATIONSHIP: <br /> MODIFIED PROCTOR: ASTM DA557 XX AASHTO T-180 <br /> STANDARD PROCTOR: ASTM D-698 AASHTO T-99 <br /> s' — - - <br /> TEST MATERIAL:.`..' <br /> ;;;.ELEVATIQN ^CONTENT;,,DENSITY ; DENSITY: 'MAXIMUM <br /> DESCRIPTION.• <br /> y - % ;(PCF) (P,CF).`;`• ' DENSITY': <br /> 30'SW and 30' SE of the Light Brown and Light <br /> 1 N. Corner Final Grade Gray Fine SAND with 9.0 108.7 114.4 95.0 <br /> Clay <br /> 120' SW and 30'SE of Light Brown and Light <br /> 2 the N.corner Final Grade Gray Fine SAND with 8.6 108.7 114.4 95.0 <br /> Clay <br /> 40' NE and 30'SE of the. Light Brown and Light <br /> 3 W.Corner Final Grade Gray Fine SAND with 8.2 111.0 114.4 97.0 <br /> Clay <br /> Light Brown and Light <br /> 4 Center of Pad Final Grade Gray Fine SAND with 7.8 108.7 114.4 95.0 <br /> Clay <br /> 35'NE and 30'NW of the Light Brown and Light <br /> 5 S.Corner Final Grade Gray Fine SAND with 7.6 108.9 114.4 95.2 <br /> Clay <br /> PERCENT OF LABORATORY MAXIMUM DENSITY REQUIRED%COMPACTION: FIELD TEST PERFORMED BY: <br /> 95.0% GS <br /> Test No(s): ALL Met required specifications of compaction. <br /> Test No(s): Failed to meet required specifications of compaction. /� ! , <br /> BY: !"I I/"- <br /> Construction Services Manager <br /> DRIGGERS ENGINEERING SERVICES,INC. <br /> Spring Hill,Florida <br />