HomeMy WebLinkAboutcompaction Soil Nuclear Gauge g Client: Project:
Report Date:9125/2017 GHO Homes Corporation 15-0338.00
e Test Method:ASTM D 6938 590 NW Mercantile Place Meadowood Golf &Country Club
Pon st.St. Port St.Lucie,FL 34986 Fort Pierce,Florida
WE CA 0 49M
607 NW Co._ry Cwe
Port 51 L*FL 34986
Pit—772.924-35751 Fn'772.924-3560
Test Results
Optimum Maximum In Place In Place Probe MinlMax
Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp.
Test X Of Date Proctor ID Method Classification % ( e (% Cf) (in) Compaction % Remark
39 8�&17 P-3 NIA 11.2 113.3 7A 108.6 12 96 95/105 Pass
50 8/8117 P-3 1" 11.2 113.3 6.6 109.9 12 97 951105 Pass
51 818117 P-3 N/A 11.2 113.3 5.6 111.3 12 98 95/105 Pass
Test Information
Gauge
Test X Test Location Elevation Reference Make 1 Model 1 SN Field Technician
49 Below Slab Grade:Lot 91.2801 Bent Pine Drive.Foundation pad,southeast comer 0-1 Troxler T3430 22260 Barkley,Mark
PERMIT X 1707.0527
50 Below Slab Grade:Lot 91,2801 Bent Pine Drive.Foundation pad,center area (PERMIT X 0-1 Troxler T3430 22260 Barkley,Mark
1707-0527)
51 Below Slab Grade:Lot 91.2801.Bent Pine Drive.Foundation pad.northwest Comer 0-1 Troxler T3430 22260 Barkley.Mark
(PERMIT p 1707.0527)
Remarks Comments
Pass:Tests results comply with specifications Tests am'Drain Transmission*(Method A)unless probe depth is noted as
'eackscatter'.Gauge calibration data on file wilt,tree testing agency.
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Test Reports shall not be reproduced,except in full,without the written approval of GFA International Inc. Page t of 1
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verged on any electronic copies.
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Soil Nuclear Gauge Client: Project:
Report Date: 9/27/2017 GHO Homes Corporation 15-0338.00
Test Method:ASTM D 6938 590 NW Mercantile Place Meadowood Golf &Country Club
Port St..Lucie Port St. Lucie, FL 34986 Fort Pierce, Florida
Lucie
FBPE CA#4930
607 NW Commodity Cove
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) M (pcf) (in) Compaction (%) Remark
49 8/8/17 P-3 N/A 11.2 113.3 7.4 108.6 12 96 95/105 Pass
50 8/8/17 P-3 N/A 11.2 113.3 6.6 109.9 12 97 95/105 Pass
51 8/8/17 P-3 N/A 11.2 113.3 5.6 111.3 12 98 95/105 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN Field Technician
49 Below Slab Grade:Lot 91,2801 Bent Pine Drive,Foundation pad,southeast corner 0-1 Troxler T3430 22260 Barkley,Mark
(PERMIT#1707-0527)
50 Below Slab Grade:Lot 91,2801 Bent Pine Drive,Foundation pad,center area (PERMIT# 0-1 Troxler T3430 22260 Barkley,Mark
1707-0527)
�r 51 1 Below Slab Grade: Lot 91,2801 Bent Pine Drive,Foundation pad,northwest corner 0-1 Troxler T3430 22260 Barkley,Mark
(PERMIT#1707-0527)
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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Test Reports shall not be reproduced, except in full,without the written approval of GFA International Inc. Page 1 of 1
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any ele FtrLEIeCopy