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Soil Nuclear Gauge Client: Project:
Report Date:8/11/2017 Doyle Masonry, Inc. 12-1489.00
Test Method:ASTM D 6938 P.O.Box 12339 Doyle Masonry, Inc. V rious Locations
Port St.
ucle
Lu Fort Pierce, FL 34979-2339 -0Ile Ca
FBPE CA#4930 Y
Nt.Enterprise Drive Po R E C E I V'D AUG 11 2917
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 N (pcf) N (pcf) (in) Compaction N Remark
38 8/10/17 P-3 N/A 12.0 106.5 10.9 108.4 12 102 95/105 Pass
39 8/10/17 P-3 N/A 12.0 106.5 12.1 106.4 12 100 95/105 Pass
40 1 F-8/10/17 P-3 N/A 12.0 106.5 11.6 107.2 12 101 95/105 1 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN Field Technician
38 Below Slab Grade:387 Nettles Island,Hutchinson Island,NW Corner 0-1 Troxler T3430 22260 Marquart,Matthew
39 Below Slab Grade:387 Nettles Island,Hutchinson Island,SE Corner 0-1 Troxler T3430 22260 Marquart,Matthew
40 Below Slab Grade:387 Nettles Island,Hutchinson Island,Center area 0-1 Troxler T3430 22260 Marquart,Matthew
Remarks Comments
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.
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