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<br />~\. <br />\f) <br /> <br /> BTL 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 /> Density Tests for House Pads <br /> Report No.: 4639-99-4245 Perfonned by: H. Prescott <br /> Project Name: 6345 Ashville Drive, Lot 17 Date Tested: 12/23/99 <br /> Zephyrhills, FI Contractor: <br /> Client: Vari Construction Report Date: 12/28/99 <br /> Area Tested: House Pad <br />Test Field Max. % % Max % Pass/ <br />No. Location Depth Soil Type Density Density Moist. Density Req'd Fail <br /> (13) (15) (4) <br />1 Approximate Center Final Br Or CI FS 105.4 110.8 12.2 95.1 95 Pass <br />2 20' N of South Corner Final BrOrCI FS 105.7 110,8 11.1 95.4 95 Pass <br />3 10' E of West end Final Br Or CI FS 104,8 110,8 11.6 94.6 95 Pass <br /> Respectfully Submitted, <br /> BTL Engineering Services,lnc. <br /> , /' \ <br /> I ,~ c:'------.. ~_ ~j l.-'-~ co,.. -J=- ~---.., <br /> Lance Hungerford I <br /> Florida Registration No. 54162 <br /> Notes: <br /> 1. SG = Subgrade (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. Br = Brown <br /> 7. Gn = Green <br /> 8. Or = Orange <br /> 9. Blk = Black <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 /> CC: Vari Construction (2) <br /> <br />" <br />