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<br />~o <br />~ <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 /> Densitv Tests for House Pads <br /> Report No.: 4639-99-4244 Perfonned by: H. Prescott <br /> Project Name: 6349 Ashville Drive, Lot 18 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 109.2 110.8 10.1 98.6 95 Pass <br />2 20' N of South Comer Final Br Or CI FS 105,3 110.8 10,3 95.0 95 Pass <br />3 20' E of West end Final Br Or CI FS 105,5 110.8 9.8 95.2 95 Pass <br /> Respectfully Submitted, <br /> BTl Engineering Services, InG. <br /> ;,,/ ---., <br /> '"i .; I , <br /> .r-:7'\:~ ~ ~ l..-'--- +-1= ~ <br /> Lance Hungerford ---- <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 /> D2922 & ASTM D3017 <br /> 14. Compaction testing by drive cylinder method for density and .Speedy" moisture meter in <br /> conformance with ASTM D2937 & ASTM D4944 <br /> 15, Maximum density determined in accordance with ASTM D1557. <br /> CC: Vari Construction (2) <br />