Laserfiche WebLink
<br />h <br /> <br />g <br /> <br />'UNIVERSAL <br /> <br />Project No.: <br />Report No.: <br />Date: <br /> <br />80043-001-01 <br />DR#1 <br />April 29, 1998 <br /> <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 />IN-PLACE DENSITY TEST REPORT <br /> <br />Client: <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: <br /> <br />Eckerd Drug Store, Zephyrhills, Florida <br /> <br />Area Tested: <br /> <br />Storm Pipe Removal, Backfill <br /> <br />Reference <br />Datum: <br /> <br />o = Bottom of Excavation <br /> <br />Type of Test - Field: <br />Laboratory: <br /> <br />ASTM 0-2937 Drive Cylinder Method <br />ASTM 0-1557 Modified Proctor <br /> <br />Date Tested: <br /> <br />4/24/98 <br /> <br />Remarks: <br /> <br />The tests below meet the minimum 95 percent relative soil compaction requirement of Laboratory Proctor maximum <br />dry density. <br /> <br /> <br />1 <br />2 <br /> <br />Existing storm pipe within building pad <br />Existing storm pipe within building pad <br /> <br />+2 <br />+1 <br /> <br />111.8 <br />111.8 <br /> <br />10.2 <br />10.2 <br /> <br />111.3 <br />112.9 <br /> <br />9.2 <br />10.5 <br /> <br />99.6 <br />101.0 <br /> <br />Technician: Chris Haley <br /> <br />Reviewed By, <br />Universal Engineering Sciences, Inc. <br /> <br />cc: <br /> <br />Client (2) <br /> <br /> <br />Wayne Pandorf, . . <br />Tampa Regional Manager <br />Reaistered Professional Fnnin"''''r!\ln 1n?t;.1 <br />