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<br />ENGINEERING SCIENCES <br />Consultants In: Geotechnical Engineering. Environmental Sciences . <br />Construction Materials Testing. Threshold Inspections <br /> <br />5804 Breckenridge Parkway. Suite E · Tampa, FL 33610 · (813) 740-8506. FAX (813) 740-8706 <br /> <br /> <br />,UNIVERSAL <br /> <br />Project No.: <br />Report No.: <br />Date: <br /> <br />80043-001-01 <br />LBR #1 . <br />May 11, 1998 <br /> <br />Client: <br /> <br />Project: <br /> <br />Sample: <br /> <br />Location: <br /> <br />L1MEROCK BEARING RATIO REPORT <br /> <br />J. Raymond & Associates <br />Attn: Mr. Russ Suddeth <br />280 South SR 434, Suite 2041 <br />Altamonte Springs, Florida 32714 <br /> <br />Eckerd Drug Store, Zephyrhills, Florida <br /> <br />Brown to Orange Slightly Silty to Slightly Clayey Fine Sand <br /> <br />On-site Stockpile <br /> <br />Maximum Density: <br />Optimum Moisture: <br />Maximum LBR: <br />Required LBR Value: <br /> <br />121 PCF <br />10 % <br />50 <br />40 <br /> <br />Limerock Bearing Ratio - <br />Sample By and Date: <br />Date Received: <br />Date Tested: <br />FOOT - LBR Technician, Certificate No. <br /> <br />FM 5-515 <br />Chris Haley, 5/05/98 <br />5/06/98 <br />5/08/98 <br />Pat Dunfield <br /> <br />Stress Penetration Curve Attached <br /> <br />Note: The above sample does meet the required LBR value of 40. <br /> <br />cc: <br /> <br />Client (2) <br /> <br />Reviewed By, <br />Universal Engineering Sciences, Inc. <br /> <br /> <br />~ <br /> <br />Tampa Regional Manager <br />Registered Professional Engineer No. 30254 <br /> <br />Page 1 of 2 Pages <br />