HomeMy WebLinkAboutSoil Nuclear GaugeSoil Nuclear Gauge
Report Date: 12/15/2017
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Part St. Lucie, FL 34986
Phone: 772_924-3575 1 Fax: 772-924-3580
Client:
American Pools & Spas
7320 Narcoossee Rd
Orlando, Fl-
Project: �n—Ros— n i �>r-
14-2337.00
American Poo(s- Mari - us P ojec s
t (p YPT 1,7 ��
JAN g 2 2019
Test Results ILI, A' "••."•""...
Test #
Retest
Of
Test
Date
Proctor ID
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
535
12/15/17
P11
D
N/A
12.0
107.6
9.9
103.4
12
96
95 / 105
Pass
536
12/15/17
P11
D
N/A
12.0
107.6
9.5
105.1
12
98
95 / 105
Pass
537
12/15/17
P11
D
N/A
12.0
107.6
9.1
105.0
12
98
95 / 105
Pass
538
12/15/17
P11
D
N/A
12.0
107.6
10.0
103.9
12
97
951105
Pass
539
12/15/17
P11
D
N/A
12.0
107.6
9.8
104.4
12
97
95 / 105
Pass
Test
Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
535
Pool Backfill: 5212 Pine Tree Drive, Fort Pierce, north Sid V -R: # 17t00 4
4-5
Troxler / 3430 / 24566 /
Liverman, Robert
536
Pool Backfill: 5212 Pine Tree Drive, Fort Pierce, east side '(PE 7100214)
4-5
Troxler / 3430 / 24566 /
Liverman, Robert
537
Pool Backfill: 5212 Pine Tree Drive, Fort Pierce, south side (PERMIT # 17100214)
4-5
Troxler / 3430 / 24566 /
Liverman, Robert
538
Pool Backfill: 5212 Pine Tree Drive, Fort Pierce, west side (PERMIT # 17100214)
4-5
Troxler / 3430 / 24566 /
Liverman, Robert
539
1 Pool Backfill: 5212 Pine Tree Drive, Fort Pierce, west side between house and pool
(PERMIT # 17100214)
4-5
Troxler / 3430 / 24566 /
Liverman, Robert
Remarks
Comments
Pass: Tests results comply with specifications
Tests are "Direct Transmission" (Method A) unless probe depth is noted as
"Backscatter". Gauge calibration data on file with the testing agency.
539: 0-1, 1-2, 2-3, 3-4 HCP=50+, > 95 % Compaction, PASS. HCP
tests are empirically correlated to the relative density of the soil.
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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