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<br />UNIVERSAL <br />ENGINEERING SCIENCES <br /> <br />PROCTOR TEST RESULTS <br /> <br />CLIENT <br /> <br />PROJECT NAME/LOCA TION <br />Eckerd Drug Store, Zephyrhills, Florida <br /> <br />J. Raymond & Associates <br />Attn: Mr. Russ Suddeth <br />280 South SR 434, Suite 2041 <br />Altamonte Springs, Florida 32714 <br /> <br />Project No.: 80043-001-01 <br /> <br />Sample Location: <br />Natural Ground <br /> <br />Sample Description: <br />Brown Slightly Silty Fine Sand with Traces of Clayey Fine Sand <br /> <br />125 <br /> <br /> <br /> \ \ <br /> , \ Test Method (1) Stan <br /> ~ \ (1,2 or 3) AS1M <br /> \\ (AASHT <br /> \1\ <br /> \1\ Vol. of Cylinder(cu.ft.) 1/3 <br /> ,\ \ Hammer Weight (Ibs.) 5-1/ <br /> 1\ ,\ <br /> \1\ Hammer Orop (in.) 12 <br /> ,\ Hammer Blows Per 25 <br /> \\ Layer <br /> \\ Number of Layers 3 <br /> \ \~ <br />,..... '"\ .\ Compaction Energy 12.3 <br />'" 1\ , 1\ (ft.-kips per cu. ft.) <br /> \ ,\ <br /> ~ \\ <br /> \ , <br /> .\ <br /> 1\ <br /> ,\1\ CURVES OF 1007. SATURA <br /> \\ FOR SPECIFIC GRAVITY <br /> ,\ EOUAL TO: <br /> "\ \1\ <br /> ~ "\ 2.65 <br /> ,'I 2.70 <br /> \ .,; 2.75 <br /> \.jA <br /> , <br /> .\ <br /> ,\ ~ <br /> \.\. <br /> 'i f\..\ <br /> I\. ,\ <br /> , "l\.. <br /> \[\1\. <br /> 1\ I"\.... <br /> r\: <br /> I <br /> <br />dard <br />0698 <br />OT-99) <br /> <br />120 <br /> <br />o <br />2 <br /> <br />115 <br /> <br />0- <br />a <br />a <br />L<. <br />u <br />CD <br />::l 110 <br />u <br />0::: <br />w <br />a.. <br />en <br />Cl <br />z <br />::l <br />a 105 <br />a.. <br />I <br /> <br />75 <br /> <br />TION <br /> <br />0- <br />:c <br />l:> <br />GJ <br />:;: <br />0- 100 <br />Z <br />::J <br />>- <br />0::: <br />Cl <br /> <br />95 <br /> <br />90 <br /> <br />85 <br />5 <br /> <br />10 15 20 25 30 <br />MOISTURE CONTENT - PERCENT OF DRY WEIGHT <br /> <br />35 <br /> <br />UNIVERSAL ENGINEERING SCIENCES, INC. <br /> <br />cc: <br />cc: <br /> <br />Wayne Pandorf, P .E. <br />Florida Registration No. 30254 <br /> <br />Date: April 29, 1998 <br /> <br />(2) Modified (3) Modified <br />AS1M 01557 ASTM 01557 <br />(AASHTO T-180 (AASHTO T-180 <br />4" mold) 6"mold) <br />1/30 1/13.333 <br />10 10 <br />18 18 <br />25 56 <br />5 5 <br />56.259 56.259 <br /> <br /> <br />Lab No. Tampa <br />Date Tested 4/21/98 <br />Test Method D-1557 <br />Maximum Dry 111.8 <br />Density (pet) <br />Optimum 10.4 <br />Moisture <br />Content (%) <br />Wash 200 (%) 8.4 <br /> <br />Report No.: PR #1 <br />