HomeMy WebLinkAboutCompaction Test 2 C Soil Nuclear Gauge Client: Project:
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Report Date: 1/4/2018 Doyle Masonry, Inc. 17-6476.00
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Test Method:ASTM D 6938 P.O.Box 12339 Doyle Masonry, Inc.2017-2018 Master
1:1. Port St.Lucie Fort Pierce, FL 34979-2339 - Agreement
FBPE CA#4930 Various Locations
607 NW Commodity Cove
FL
Port St.Lucie.FL 34986Go
Go Phone:772-924.3575 1 Fax:772-924-358G
Test Results
N Optimum Maximum in Place In Place Probe MinlMax
co Retest Test Soil Moisture Dry Density Moisture Dry Density Depth Percent Comp.
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Test# Of Date Proctor ID Method Classification N (pcf) M (pcf) (in) Compaction N Remark
1 114/18 P-1 N/A 11.0 108.0 10.9 102.6 12 95 951105 Pass
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+- 2 1/4118 P-1 NIA 11.0 108.0 10.1 103.1 12 95 95/105 Pass
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3 1/4118 1 P-1 NIA 11.0 108.0 9.9 103.4 12 1 96 1 95/105 Pass
'Test Information •
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Gauge
Test# Test Location Elevation Reference Make/Model 1 SN I Calibrated Field Technician
1 Below Slab Grade:5551 South Winds Trail,Lake Wood Park,Fort Pierce,Shed 0-1 Troxler/3430/29796/ Smith,Johnnie
foundation pad,Southwest section(PERMIT#17070146)
2 Below Slab Grade:5551 South Winds Trail,Lake Wood Park.Fort Pierce.Shed 0-1 Troxler/3430/29796/ Smith,Johnnie
foundation pad,Northeast section(PERMIT#17070146)
3 Below Slab Grade:5551 South Winds Trail,Lake Wood Park,Fort Pierce.Shed 0-1 Troxler/3430/29796 1 Smith,Johnnie
foundation pad,Center section(PERMIT#17070146)
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
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c Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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