HomeMy WebLinkAboutSOIL NUCLEAR GAUGESoil Nuclear Gauge
Report Date: 7/3/2018
Test Method: ASTM D 6938
Pmt SL Lucia
607 NW ca vwdaycove
PadSt woe. FL 34996
Rme: 772-974-35751 Fac 772-9241530
Client:
Mehaffey Construction, LLC
2564 SE Dixie Highway
Stuart, FL 34997
Ktl.tlVtU
,JUL 10 2018
Project:
i,ip County,Permitting
18-4399.00
MehaHey Construction Group, Ina 2018 Master
Agreement
Various Locations
FL
Test Results'
Retest Test
Test Of Date :;P::[:
Optimum Maximum In Place In Place
Soil Moisture Dry Density Moisture Dry Oonsity
Probe MiNMac
Dapth Percent
hod
Classifiwdon (°/a - (p _(°/.1- (
Comp.
5 5125/78
WA 12.0 - 102.5 —i0.4 10D,0
°
n - Compaction (�)
Remark
Remark
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.6 5r25/18 P-1
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N/A -12.0 - 102.5 10.7 - 99.8
12 9$ 95 / 10_
12
7 5/25H8 P-1
WA 120 102.5 f04 996
- .-97 95L705
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Test 7F Test Location
n a Ave. Pon St
5 Below Slab Graa151N
- Elevation- Reference
Lude, Southeast Comer -
Gaugo
Mahe JModel / SN /Calibrated ' -- Field 7echntdarr- -
0.1 -
6 Below Slab Gran Ave, Port St Lude'Nonhwest Comer
Tr�/T3430 / �60 /
Baker..
_ 0.1
7 Below Slab Gran a Avo. Port St Lucie, Center
TroxierlT34301--0.1O..:!
area
` u,: ;R„
T roller! T3430 / 22280 /
Baker; deR-
Comments ,`-1:''-Ir _ .
Pass:Testsresult,complywithspecifications
Te6Isare DhectTransmissim-(MercedA)unlessprobedepthisnotedas
°8ackseaCef, Gauge calibration data on fdewNh the tesfaw aonnev_
' 6
JUL 13 rnt�.
1 2018
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Test Reports shall not be reproduced, except )nfull, wilhoul thewMtan approval of GFA International Me.
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Digitally signed printed Copies of this document are not considered signed and sealed and the signature must be verWed on any elacironle copies.
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