HomeMy WebLinkAboutSOIL NUCLEAR GAUGETen"'%+ 4 /Sol - o o a. �
Soil Nuclear Gauge
Client:
Project:
Report Date: 6/2212017
Phoenix Realty Homes, Inc.
12-1717-00
Test Method: ASTM D 6938
1760 North Jog Road, Suite 120
Diamond Sands
Ponsl.l.ede
West Palm Beach, FL 33411
.
St. Lucie: County, Florida
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Test Results
Test
Retest
Gf
Test
Date
ProctorlD
Method
Soil
Classification
Optimum
Moisture
(6/)
Maximum
Dry Density
(pef)
In Place
Moisture
{k)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
MinlMax
Comp.
{eh
Remark
53
6116117
P-1
NIA
11.5
107.1
7,9
107.1
12
100
981105
Pass
54
6116/17
P-1
NIA
11.5
107.1
7:9
106A
12
100
'981105
Pass
55
6116117
P-1
NIA
11.5
107.1
9.4
105.4
12
98
981105
Pass
-56
6116117
P-1
NIA
11.5
107.1
8.6
107.0
12
100
981105
Pass
57
61161V
P-1
NIA
11.5.
107.1
8.9
107.0
12
100
981105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model 1 SN
Field Technician
53
Below Stab Grade: Lot 27, 34 below stab grade, stem wall backfill, North
3-4
Troxier 343024039 _
Grimes, John
54
Below Stab Grade: Lot 27, 3-4 below stab grade. stem wall backfill, south
3-4
Toxier 3430 24039
Grimes, John
55
Below Stab Grade: Lot 27, 3-4 below slab grade, stem wallbackfill, east
3-4
Troxier3430 24039
Grimes, Jahn
56
Below Slab Grade: Lot 27, 3-4 below slab grade, stem wail backfill, west
3-4
Troxter 3430 24039
Grimes, John
57
Below Stab Grade: Lot 27, 3-4 below slab grade, stem wall backfill, center
3-4
Troxier 3430 24039
Grimes, Jahn
Remarks, -
Comments
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V V7'7tY Nipn
Pass:. Tests results comply with specifications
Tests am'Direct Transmission" (Method A) unless probe depth is noted as
"Backscattef . Gauge calibration data on file wish the testing egerxy..
JUL - g 2017
a
St LUCBY
ie County
Test Reports shall not be repro duced, exceptTnTuulII wiIN—ouU e vflnen approvaTTGFA Trler—n aTt0naI trio ——
Digitally signed printed copies of this document are not consideredsignet and sealed and the signature must be verified on any electronic copies.