HomeMy WebLinkAbout20-9324.00 - pool backfillSoil Nuclear Gauge
Report Date: 3/25/2020
Test Method: ASTM D 6938
Port St. Lucie
FBPE CA # 4930
607 NW Commodity Cove
Pod St. Lucie, FL 34986
Phone: 772-924-3575 1 Fax: 772-924-3580
Client:
Project:
James Langel
20-9324.00
908 Easy Street
Langel Residence Pool
Ft. Pierce, FL 34982
908 E. Easy Street
Fort Pierce, FL 34982
Test Results
Test #
Retest
Of
Test
Date
Proctor ID
Method
Soil
Classification
Optimum
Moisture
N
Maximum
Dry Density
(pcf)
In Place
Moisture
I%)
In Place
Dry Density
(pcf)
Probe
Depth
(in)
Percent
Compaction
Min/Max
Comp.
I%)
Remark
1
3/24120
P-1
N/A
11.5
106.2
12.5
101.2
12
95
95 / 105
Pass
2
3/24/20
P-1
N/A
11.5
106.2
9.7
102.6
12
97
95 / 105
Pass
3
3/24/20
P-1
N/A
11.5
106.2
11.5
101.7
12
96
95 / 105
Pass
4
3/24/20
P-1
N/A
11.5
106.2
12.3
100.8
12
95
95 / 105
Pass
Test Information
Test #
Test Location
Elevation
Reference
Gauge
Make / Model / SN / Calibrated
Field Technician
1
Pool Backfill: North side of pool
2-3
Troxler / 3430 / 24566 /
Hayes, Sean
2
Pool Backfill: South side of pool
2-3
Troxler / 3430 / 24566 /
Hayes, Sean
3
Pool Backfill: East side of pool
2-3
Troxler 13430 124566 /
Hayes, Sean
4
Pool Backfill: West side of pool
2-3
Troxler / 3430 / 24566 /
Hayes, Sean
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.
1, 2, 3, 4: 0-1, 1-2' HCP=40+, > 95 % Compaction, PASS. HCP tests
are empirically correlated to the relative density, of the soil.
`..N...... ,
\,10ENSF''-.
63218/ +
PERMIT # 1912-0201
ONAL tE
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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