HomeMy WebLinkAboutCompaction Test (2) Soil Nuclear Gauge Client: Project:
Report Date: 3/125/2020 James Langel 20-9324.00
�`'�RNAroaP. Test Method:ASTM D 6938 908 Easy Street i Langel Residence Pool
Port St.Lucie i Ft. Pierce, FL 34982 908 E. Easy Street
FBPECA#4930 Fort Pierce, FL 34982
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 N (pcf) N (pcf) (in) Compaction N Remark
1 3/24/20 P-1 J N/A 11.5 106.2 12.5 101.2 12 95 95/105 Pass
2 3/24/20 P-1 N/A 11.5 106.2 9.7 102.6 12 97 95/105 Pass
3 1 3/24/20 1 P-1 N/A 1 11.5 106.2 11.5 101.7 1 12 96 95/105 Pass
4 3/24/20 1 P-1 N/A 11.5 106.2 12.3 100.8 12 95 95/105 Pass
Test Information
Gauge
Test# Test Location Elevation Reference Make/Model/SN/Calibrated Field Technician
_ 1 Pool Backfill:North side of pool 2-3 Troxler/3430/24566/ Hayes,Sean
2 Pool Backfill:South side of pool i 2-3 Troxler/3430/24566/ Hayes,Sean
3 Pool Backfill:East side of pool ! 2-3 Troxler/3430/24566/ Hayes,Sean
4 Pool Backfill:West side of pool 1 12-3 1 Troxler/3430/24566/ IHayes,Sean
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.
1,2,3,4:0-1,1-2'HCP=40+,>95%Compaction,PASS.HCP tests
are empirically correlated to the relative density of the soil.
\�11111111//�/'
L�CENSF'
No 63
''
PERMIT#1912-020�p '03�Z020
,:J ri Ken P.E. ji
1 S E OF
P-�rsion a� n$i�teer'#� �8
Spa -%�3 br��a� �G���•
'// -/0NAL
1 1/1111111111
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 electronic copies.