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HomeMy WebLinkAboutSoil Nuclear GuageSoil Nuclear Gauge Client: Project: Report Date: 12/9/2015 George Turenne 15-2463.00 %yFannno�P Test Method: ASTM D 6938 10851 South Ocean Drive Lot No. 41 10851 South Ocean Drive Port St. Lucie Jensen Beach, FL 34957 FBPE CA # 4930 521 NW Enterprise Drive Port St. Lucie, FL 34986 Phone: 772-924-3575 1 Fax: 772-924-3580 Test Results Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture (%) Maximum Dry Density (pcf) In Place Moisture (%) In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. (%) Remark 5 12/7/15 P-1 N/A 9.5 112.0 9.5 107.3 12 96 95 / 105 Pass 6 12/7115 P-1 N/A 9.5 112.0 9.7 107.1 12 96 95 / 105 Pass 7 12/7/15 P-1 N/A 9.5 112.0 9.6 106.7 12 95 95 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN Field Technician 5 Below Slab Grade: Foundation Pad, Southwest Area 0-1 Troxler 3430 35058 Boyle, John 6 Below Slab Grade: Foundation Pad, Center Area 0-1 Troxler 3430 35058 Boyle, John 7 Below Slab Grade: Foundation Pad, Northeast Area 0 - 1 Troxler 3430 35058 Boyle, John Remarks Comments Related Tests Pass: Tests results Comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. 5, 6, 7: 1 - 2 HCP=70, > 95 % Compaction, PASS. HCP tests are empirically correlated to the relative density of the soil. Test #7 Related Test # T Test Type V� .%% . W. A40 °os e���.4F bonald W. Moler, P.E. Professional Engineer # 606�5� a at OF of of F! ricJ'i E Test Reports shall not be reproduced, except in full; without the written approval of GFA International Inc. Page 1 of 1 Port St. Lucie FBPE CA # 4930 521 NW Enterprise Drive Port St. Lucie, FL 34986 Phone: 772-924-3575 1 Fax: 772-924-3580 Soil Nuclear Gauge Client: Project: Report Date: 12/9/2015 George Turenne 15-2463.00 Test Method: ASTM D 6938 10851 South Ocean Drive Lot No. 41 10851 South Ocean Drive Jensen Beach, FL 34957 Test Results J Test # Retest Of Test Date Proctor ID Method Soil Classification Optimum Moisture N Maximum Dry Density (pcf) In Place Moisture N In Place Dry Density (pcf) Probe Depth (in) Percent Compaction Min/Max Comp. N Remark 5 12/7/15 P-1 N/A 9.5 112.0 9.5 107.3 12 96 95 / 105 Pass 6 12/7/15 P-1 N/A 9.5 112.0 9.7 107.1 12 96 951105 Pass 7 12/7/15 P-1 N/A 9.5 112.0 9.6 106.7 12 95 95 / 105 Pass Test Information Test # Test Location Elevation Reference Gauge Make / Model / SN echnician 5 Below Slab Grade: Foundation Pad, Southwest Area 0-1 Troxler 3430 35058 John FBoyle, 6 Below Slab Grade: Foundation Pad, Center Area 0-1 Troxler 3430 35058 John7 Below Slab Grade: Foundation Pad, Northeast Area 0-1 Troxler 3430 35058 John Remarks Comments Related Tests Pass: Tests results comply with specifications Tests are "Direct Transmission" (Method A) unless probe depth is noted as "Backscatter". Gauge calibration data on file with the testing agency. 5, 6, 7: 1 - 2 HCP=70, > 95 % Compaction, PASS. HCP tests are empirically correlated to the relative density of the soil. Test # I Related Test # Test Type %V0`e114i11111�50,0 0 *Donald W. Moler, P.E. o� o Professional Engineer #.60675 ?State of'Florida F aO N A, 9108© Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc. Page 1 of 1