HomeMy WebLinkAboutMW-63 DensityUES Project No: 3310.1500002.0000
A Universal Workorder No: 220562-1
Engineering Report Date: 12/22/2020
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607 Northwest Commodity Cove, Port St. Lucie, FL 34986 - P: 772-924-3575 - F: 772-924-3580
In -Place Densitv Test Resort
Client: GHO HOMES CORPORATION UES Technician: Mark Rogers
590 NW Mercantile Place Date Tested: 12/14/2020
Port St. Lucie, FL 34986
Project: MEADOWOOD SUBDIVISION (FDC)
Meadowood Dr. Various Lots,Fort Pierce, County, FL 34951
Type of Test:
Area Tested: Meadowood Lot 63, Fort Pierce 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.
Maximum
Optimum
Field Dry
Field
Soil
Pass
Test
Density
Moisture
Density
Moisture
Compaction
or
No.
Location of Test
Range
(pcf)
N
(pcf)
N
(%)
Fail
1
Northeast corner of Lot
0-1 ft
117.8
11.1
114.5
10.8
97
Pass
2
Southwest corner of Lot
0-1 ft
117.8
11.1
115.5
10.6
98
Pass
3
Center of Lot
0-1 ft
117.8
11.1
116.7
10.3
99
Pass
Remarks: Above stripped surface 1-2, 2-3' HCP=60+, > 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
Digitally signed
J 0 n by John Kent
Date:
Kent2020.' 2.22
15:42:55-05'00'
John Kent
Senior Project Engineer
STATE OF FLORIDA
Professional Engineer No. 63218
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