HomeMy WebLinkAbout5107 Indian Bend Lane PoolUES Project No:
Workorder No:
Report Date:
3360.1900129.0000
247367-1
10/14/2021
607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580
In-Place Density Test Report
Client:JR'S ALL SITE, LLC UES Technician:Mark Rogers
4911 Jorgensen Road
Fort Pierce, FL 34981
Date Tested:10/01/2021
Project:19-5842 JR'S ALL SITE SERVICES, LLC
Various Locations, TBD County, FL
Type of Test:
Area Tested:5107 Indian Bend Lane, Ft Pierce
Swimming 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 Northeast corner of pool 0-1 ft 104.7 12.3 104.0 11.6 99 Pass
2 Northwest corner of pool 0-1 ft 104.7 12.3 103.0 11.6 98 Pass
3 Southwest corner of pool 0-1 ft 104.7 12.3 104.5 11.4 100 Pass
4 Southeast corner of pool 0-1 ft 104.7 12.3 104.7 12.0 100 Pass
5 Northside of pool 0-1 ft 104.7 12.3 104.1 11.6 99 Pass
Remarks:Test #2, 1-2’, 2-3’, 3-4', 4-5', 5-6' HCP=60+, > 95 % Compaction, PASS. HCP tests are empirically correlated to the
relative density of the soil.
Permit SLC2104-0815
Reviewed By
GFA International, Inc
FBPE Registry No.4930
Allan G. Abubakar, P.E.
STATE OF FLORIDA
Professional Engineer No. 69952
This item has been digitally signed and sealed by Allan G. Abubakar,
P.E. 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.
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