HomeMy WebLinkAboutcompaction test passedUES Project No:
Workorder No:
Report Date:
3310.2000193.0000
200225-1
10/26/2020
607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580
In-Place Density Test Report
Client:POOL PROFESSIONAL SERVICES, INC.UES Technician:Brent Stone
680 N. Old Dixie Highway
Jupiter, FL 33458
Date Tested:10/16/2020
Project:Pool Professional Services, Inc. 2020-2021 Master Agreement
13054 NW Gilson Road, Palm City, FL 34990
Type of Test:
Area Tested:13054 NW Gilson Road, Palm City - Pool
Backfill and Deck
Field:ASTM D-6938 Nuclear Gauge Method
Material:Fill 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 North Side of Pool 0-1 ft 108.4 12.3 105.8 10.8 98 Pass
2 West Side of Pool 0-1 ft 108.4 12.3 104.9 11.2 97 Pass
3 South Side of Pool 0-1 ft 108.4 12.3 105.1 11.5 97 Pass
4 East Side of Pool 0-1 ft 108.4 12.3 104.7 10.7 97 Pass
5 SW corner between house and pool 0-1 ft 108.4 12.3 105.6 11.3 97 Pass
Remarks:SW Corner between house and pool 1-2, 2-3, 3-4, 4-5’ HCP=40+, > 95 % Compaction, PASS. HCP tests are empirically
correlated to the relative density of the soil.
Reviewed By
GFA International, Inc
Certificate of Authorization No. 4930
John Kent
Senior Project Engineer
STATE OF FLORIDA
Professional Engineer No. 63218
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