HomeMy WebLinkAboutSoil Nuclear GaugeC
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Port St. Lucie
F13PE CA# 4930
521 NW Enterprise Drive
to Port St. Lucia, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3680
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Soil Nuclear Gauge
Report Date: 11/312015
Test Method: ASTM D 6938
Client:
Doyle Masonry, Inc.
P.O. Box 12339
Fort Pierce, FL 34979-2339
Project:
12-1489.00
Doyle Masonry, Inc. - Various Locations
'10st Res(i W."
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
(%)
Maximum
Dry Density
(PO
In Place
Moisture
(1/6)
In Place
Dry Density
(P Q
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
N
Remark
1
1112/15
P-1
NIA
11.0
110.0
7.9
108.7
12
99
95/105
Pass
2
11/2A5
P-1
NIA
11.0
110.0
9.6
108.6
12
99
95/105
Pass
3
P-1
N/A
11.0
110.0
1 9.3
1 109.9
1 12
100
95 105
ass
4
+11/2/15
2/15+
If-
P-1
NIA
11-0
110.0
1 8.8
ill .0
12
101
95/105
Pass
- T est Inforination:��:::'
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN
Field Technician
1
Below Bottom of Footing: 13761 South Ocean Drive, Lot B7, Jensen Beach - Footings,
Northeast Comer
0-1
Troxier T3430 22260
Ronald Robinson
2
Below Bottom of Footing: 10751 South Ocean Drive, Lot B7, Jensen Beach - Footings,
Southeast Corner
0-1
Troxier T3430 22260
Ronald Robinson
3
Below Bottom of *Footing: 10751 South Ocean Drive, Lot B7, Jensen Beach - Footings,
Northwest Corner
0-1
TroxIer T3430 22260
Ronald Robinson
4
Below Bottom of Footing: 10751 South Ocean Drive, Lot B7, Jensen Beach - Footings,
Southwest Corner
0-1
Troxler T3430 22260
Ronald Robinson
...,...Remarks
.:..Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as"Backscatter.
I Gauge calibration data on file with the testing agency.
I Test N
Related Test #
Test j1pe
Test Reports shall not be reproduced, except in full, without the written approval.of GFA International Inc.
D I/V
Donald W. Miller, E. & 'A- —
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RECEIVED NOV,05'2015
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