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<br />PE 1f'f\1 rr t:1- r () :J. r <br /> <br />c':JH J fJ 5# tJlJ-.J-E j)1? <br /> <br /> Bll ENGINEERING SERVICES, INC. <br /> Post Office Box 15718 <br /> Tampa, Florida 33684 <br /> Hillsborough 813-884-0755 Pinellas 727-733-9347 Pasco 727-846-1703 <br /> Densitv Tests for House Pads <br /> Report No.: 4639-00-0102 Performed by: H. Prescott <br /> Project Name: 6341 Ashville Drive Lot 16 Date Tested: 1-12-00 <br /> Pasco County, Florida Contractor: <br /> Client: Vari Construction Report Date: 1-1 8-00 <br /> Area Tested: Building Pad <br />Test Field Max. % % Max % Passl <br />~o. Location Depth Soil Type Density Density Moist. Density Req'd Fail <br /> (13) (15) (4) <br />1 80E & 6'N of SW Corner Final Org Sr FS w/Clay 106.6 110.8 11.5 96.2 95 Pass <br />2 100N & 30'W of SE Corner Final Org Sr FS w/Clay 107,2 110.8 12.9 96.8 95 Pass <br />3 6'W & 8'S of NE Corner Final Org Sr FS w/Clay 105.9 110,8 14.4 95.6 95 Pass <br /> Respectfully Submitted, <br /> BTL Engineering Services, Inc. <br /> ~p C1~ __ <br /> /v ..,..._ <br /> Edward D. ZiS~~.E. <br /> Principal Engine <br /> Florida Registration No. 53451 <br /> Notes: <br /> 1. SG = Sub grade (base level upon which fill or structure will be placed) <br /> 2. Positive Number = Depth of fill in feet. <br /> 3. Negative Number = Depth of cut in feet. <br /> 4. Density values from 94,5 to 94,9% are rounded upward to 95,0%. <br /> 5. Gr = Gray <br /> 6. Sr = Srown <br /> 7. Gn = Green <br /> 8. Or = Orange <br /> 9. Slk = Slack <br /> 10. Si = Silt <br /> 11. S = Sand <br /> 12. C = Clay <br /> 13. Compaction testing by nuclear methods for density and moisture in conformance with ASTM <br /> 02922 & ASTM 03017 <br /> 14. Compaction testing by drive cylinder method for density and "Speedy" moisture meter in <br /> conformance with ASTM 02937 & ASTM 04944 <br /> 15. Maximum density determined in accordance with ASTM 01557. <br /> <br />Vari Construction (2) <br />