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REPORT OF FIELD COMPACTION TESTS
Tested for: Elder Mendoza Propertys, Inc. Project: Proposed New Residence
2225 SE Short Street 17650 Orange Avenue
Port St. Lucie, Florida 34952 Fort Pierce, Florida 34983
Attn: Mr. Elder Mendoza
Title: Contractor
cc:
Test Method
Gauge Information
Gauge Make: Troxler
Gauge Model: 3430
Gauge S/N: 32900
Inspector: Roberto Martinez
TGS Project #. 21-287 -2
Date: 08/11 /21
ASTM D-2922 (Nuclear) ASTM D-2937 (Drive Sleeve)
ASTM D-4944 (Speedy Moisture)
Project Specifications
95% of T-180 (Modified Proctor)
Test
No.
Elev.
or
Re -Test
No.
Depth
Test
Location
Proctor
Max
Density
(Ibs/ft^3)
Measured
Calculated
Spec
(From
Above)
Meets
Spec ?
Moisture
(Ibs/ft^3)
Percent
Moisture
(%)
Dry
Density
(Ibs/ft^3)
Percent
Compaction
(%)
Building Pad -Slab -on -grade
1
SOG
12"
NE Comer of Pad
114.0
11.9
115.1
101.0%
95%
Yes
2
SOG
12"
NW Corner of Pad
114.0
11.8
113.3
99.4%
95%
Yes
3
SOG
12"
Middle of Pad
114.0
13.3
112.5
98.7%
95%
Yes
4
SOG
12"
SE Corner of Pad
114.0
13.2
110.2
96.7%
95%
Yes
5
SOG
12"
SW Corner of Pad
114.0
12.3
112.9
99.0%
95%
Yes
DEPTH OF TEST REFERENCED IN FEET
As requested, a TGS representative arrived on site as scheduled and performed Field Density Testing.
The results of our testing is presented above.
These test results apply only to the specific locations noted and may not represent any other location or
elevations. Reports may not be reproduced, except in full, without permission by TGS
spectfully Submitted
Franc is T o as, P.E.
rincipal ngineer "r
lorida Registration�No. 56381
RECEIVED
AUG 13 2021
St Lucie County
Permitting
THOMAS GEOTECHNICAL SERVICES, LLC
6594 WOODLAKE ROAD, JUPITER, FL 33458
PHONE: 561-725-2602
STATE OF FLORIDA PROFFESIONAL ENGINEERS LICENSE # 34141