HomeMy WebLinkAboutCompaction Test Soil Nuclear Gauge Client: Project:
Report Date: 10/9/2020 GHO Homes Corporation 15-0338.00
a. T• Test Method:ASTM D 6938 590 NW Mercantile Place Meadowood Golf &Country Club
FR'.no.
Port St.Lucio Port St.Lucie. FL 34986 Fort Pierce.Florida
FSP@ CA 4 4930
607 NW Com nodity Co.e
Port St,Lucie,FL 34485 -t
Yhom..,T72-9.24-3575 I Fox:772.024.3560 0
Test Results
In Place In Place
Optimum Maximum In Place Dry . wet Probe Min/Max
Retest Test Soil_ Moisture Dry Density Moisture Density Density Depth Percent Comp. 00
Test ff Of Date Proctor ID Method Classification ('/) (pef) (% ( aft (pcf) (inj Compaction (o!fl) Remark 00
0
166 1019124 P-3 NIA 11.2 113,3 9.6 112.7 123.5 12 99 951105 Pass o
167 1019120 P-3 NIA 11.2 113.3 1 9.0 1 111.7 121.7 12 99 951105 Pass
168 1019120 1 P•3 NIA 11.2 113.3 10.3 1 109.4 1 120.7 1 12 97 951105 1 Pass !'
Test information rn
N
Gauge an
Test# Test Location Elevation Reference Make i Model I SN I Calibrated Field Technician co
166 Above Stripped Surface;2628 Conifer Dr,Lot 103,SE Corner 0-1 Troxier I T3430 136304 1 Ha es.Sean o0
167 Above Stripped Surface:2628 Conifer Dr,Lot 103,NW Comer 0-1 Troxier/T3430/36304/ Hayes.Sean o
168 Above Stripped Surface:2628 Conifer Dr.I of 103,Center 0-1 Troxier I T3430/36304 1 Hayes,Sean LID
Remarks Comments
rD
Pass:Tests results comply with specifications
Tests are"Direrl Transmission"(Method A)unless probe depth is noted as c-
"Backscatter".Gauge calibration data on Fife with the testing agency. O
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166,167,166:Below,stripped surface 0-1'HCP 50+,>95% rt
Compaction,PASS.HCP tests are empirically correlated to the N
relative densityof the soil, p
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