HomeMy WebLinkAboutPro Pool 2421 Tamarind Drive-dsUES Project No:
Workorder No:
Report Date:
3310.2100183.0000
240304-1
07/26/2021
607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580
In-Place Density Test Report
Client:Pro Pool Builders, LLC UES Technician:Mark Rogers
7813 SW Ellipse Way Suite F1
Stuart, FL 34994
Date Tested:07/22/2021
Project:Pro Pool Builders, LLC 2021 Agreement
Various Locations, , St. Lucie County, FL
Type of Test:
Area Tested:2421 Tamarind Drive, Fort Pierce,
swimminng pool
Field:ASTM D-6938 Nuclear Gauge Method
Material:Backfill Laboratory:ASTM D1557 Modified Proctor
Reference Datum:0 = Top of Fill
The tests below meet the 95% minimum compaction requirement.
Test
No.Location of Test Range
Maximum
Density
(pcf)
Optimum
Moisture
(%)
Field Dry
Density
(pcf)
Field
Moisture
(%)
Soil
Compaction
(%)
Pass
or
Fail
1 Northwest corner of pool 5-6 ft 110.1 11.1 106.6 10.9 97 Pass
2 Northeast corner of pool 0-1 ft 110.1 11.1 107.0 11.0 97 Pass
3 Southwest corner of pool 0-1 ft 110.1 11.1 107.0 11.2 97 Pass
4 Southeast corner of pool 0-1 ft 110.1 11.1 107.3 11.2 97 Pass
5 Eastside of pool 0-1 ft 110.1 11.1 107.9 11.1 98 Pass
Remarks:0-1’, 1-2’, 2-3’, 3-4', 4-5' HCP=60+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the relative density
of the soil.
Permit:SLC2104-0174
Reviewed By
GFA International, Inc
FBPE Registry No.4930
Thomas Dominic Montano
Branch Manager
STATE OF FLORIDA
Professional Engineer No. 84146
This item has been digitally signed and sealed by Thomas Dominic
Montano on the date adjacent to the seal. Printed copies of this
document are not considered signed and sealed and the signature
must be verified on any electronic copies.
To establish a mutual protection to Universal's clients, the Public and ourselves, all reports are submitted as confidential property of our clients and
authorization for publication of statements, conclusions or extracts from or regarding Universal's reports is reserved pending our written approval.
Page 1