HomeMy WebLinkAboutSOIL NUCLEAR GAUGEnLrW�W
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JUL 012019
6f� permitting DePaent
County
PortSL Lude
FBPE CA #4930
607 NW commodity Cove
Pori St. Lucie, FL 34986
Phone: 772-924-35751 Fax: 772-924-3580
Soil Nuclear Gauge
Report Date: 6/20/2019
Test Method: ASTM D 6938
Client:
Joe Costa Pools, LLC
2317 SE Longhorn Avenue
Port Saint Lucie, FL 34952
I905- Olg
Lam— V
Project:
19-4114.00
Joe Costa Pools, LLC 2019 Master Agreement
North Palm Beach, Martin, Saint Lucie,
Indian River, Okeechobee and Brevard
Counties... SCANNEDFL _
Test Results St. Lucie C,
Test#
Retest
Of
Test
Date
ProetorlD
Method
Soil
Classification
Optimum
Moisture
%)
Maximum
Dry Density
(pcf)
In Place
Moisture
(%
In Place
Dry Density
(pcf)
Probe
Depth
in
Percent
Compaction
Min/Max
Comp.
%
Remark
1
6/12119
P-1
NIA
10.8
118.8
10.3
118.0
12
99
951105
Pass
2
6/12119
P-1
N/A
10.8
118.8
10.9
117.7
12
99
95/105
Pass
3
6112/19
P-1
NIA
10.8
118.8
9.2
117.9
12
99
95/105
Pass
4
6/12119
P-1
NIA
10.8
118.8
11.6
118.5
12
100
95/105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make I Model I SN 1 Calibrated
Field Technician
1
Pool Backfill: 1100 Tilton Ave, Port St Lucie, N side of pool
2-3
Troxler / T3430 / 36304 /
Hartman, Ernest
2
Pool Backfill: 1100 Tilton Ave, Port St Lucie, W side of pool
2-3
Toxler/ T3430 / 36304 /
Hartman, Emest
3
Pool Backfill: 1100 Tilton Ave, Port St Lucie, E side of pool
2-3
Troxler / T3430 / 36304 /
Hartman, Ernest
4
Pool Backfill: 1100 Tilton Ave, Port St Lucie, S side between house and pool
2-3
Troxler / T3430 / 36304 /
Hartman, Ernest
Remarks
Comments
Pass: Tests results comply with specifications
-
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
'Backscafter". Gauge calibration data on file with the testing agency.
4: 0-1. 1-2' HCP=50+, > 95 % Compaction, PASS. HCP tests are
empirically correlated to the relative density of the soil.
\`...........//
.• L,tCENSF'•.,
No 6321
6/2MO19
J4rt= Kent, .E. ir
Pr�ssion%UTI6 fter.# 8
NAL
Test Reports shall not be reproduced, except in full, without the written approval of GFA International Inc.
Digitally signed printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies.
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