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Soil Nuclear Client: sec Gauge Project: d3 b
Report Date: 5/25/2016 Mel-Ry Construction 15-2055.01
r,FpNA�oa� Test Method:ASTM D 6938 10967 South Ocean Drive 19 Nettles Blvd.
Port St.Lucie Jensen Beach, FL 34957 Nettles Island, Florida
FBPE CA#4930
521 NW Enterprise Drive
Port St.Lucie,FL 34986
Phone:772-924-3575 1 Fax:772-924-3580
Test Results
Optimum Maximum In Place In Place Probe Min/Max
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp.
Test# Of Date Proctor ID Method Classification (%) (pcf) N (pcf) (in) Compaction (%) Remark
5 4/27/16 P-1 N/A 12.4 108.3 7.9 109.1 12 101 95/105 Pass
6 4/27/16 P-1 N/A 12.4 108.3 7.3 107.5 12 99 95/105 Pass
7 1 4/27/16 P-1 N/A 12.4 108.3 7.9 1 05 1-1 12 1 97 95/105 1 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN Field Technician
5 Below Slab Grade:Stem Wall Backfill,Northwest Area 0-1 Troxler T3430 34784 Hangen,Troy
6 Below Slab Grade:Stem Wall Backfill,Center Area 0-1 Troxler T3430 34784 Hangen,Troy
7 Below Slab Grade:Stem Wall Backfill,Southeast Area 0-1 Troxler T3430 34784 Hangen,Troy
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. Test# I Related Test# Test Type
5,6,7: 1-2,2-3 HCP=40+,>95%Compaction,PASS.HCP tests are
empirically correlated to the relative density of the soil.These tests and all
previous tests do not certify the subgrade soils have a safe bearing capacity.
No soil borings were completed.
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Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. Page 1 of 1
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Soil Nuclear Gauge Client: Project:
Report Date: 4/6/2016 Mel-Ry Construction 15-2055.01
// Test Method: ASTM D 6938 10967 South Ocean Drive 19 Nettles Blvd.
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Port St.Lucie Jensen Beach, FL 34957 Nettles Island, Florida
FBPE CA$1 4930
521 NW Enterprise Drive
Port St.Lucie,FL 34986
Phone.772-924-35751 Fax-772-924-3580
Test Results
Optimum Maximum In Place In Place Probe Min/Max
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp.
Test# Of Date Proctor ID Method Classification N (pcf) (%) (pcf) (in) Compaction (%) Remark
1 4/5/16 P-1 N/A 12.4 108.3 11.9 106.6 12 98 951105 Pass
2 4/5/16 P-1 N/A 12.4 108.3 12.0 10T 1 12 99 95/105 Pass
3 4/5/16 1 P-1 N/A 12.4 108.3 12.5 106.8 12 99 95/105 1 Pass
4 4/5/16 P-1 N/A 12.4 108.3 12.2 107.5 12 99 95/105 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN Field Technician
1 Below Bottom of Footing: North Stem Wall Footing 0- 1 Troxler T3430 36304 Marquart,Matthew
2 Below Bottom of Footing. East Stem Wall Footing 0- 1 Troxler T3430 36304 Marquart,Matthew
3 Below Bottom of Footing. South Stem Wall Footing 0- 1 Troxler T3430 36304 Marquart,Matthew
4 1 Below Bottom of Footing:West Stem Wall Footing 0-1 Troxler T3430 36304 Marquart,Matthew
Remarks Comments Related Tests
Pass:Tests results comply with specifications Tests are"Direct Transmission"(Method A)unless probe depth is noted as"Backscaner".
Gauge calibration data on file with the testing agency. Test# Related Test# Test Type
1,2,3,4: 1 -2 HCP=70+,>95%Compaction.PASS.HCP tests are
empirically correlated to the relative density of the soil.
4/6/2�415.
'Donald W. Ooler, P.E. - W
Y Professional€tjgineer#. b
Y State of Florida
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Test Reports shall not be reproduced, except in full,without the written approval of GFA International Inc. Page 1 of 1