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KEL;LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALMiBEACH (561) 845-7445 WwN,ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
I
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED January 16, 2019 KSM JOB # : 190223-1 d/SS/cv
PERMIT # 1811-0572 SCANNED
BY
CONTRACTOR Wynne Development St Lucie County
JOB LOCATION 3 Cordillera
Spanish Lakes Country Club Village
Fort Pierce, Florida A qy �Fo
ITEM TESTED Compacted Foundation Fill
'TEST LOCATION PEN DRY MAX. DRY41,PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
0" - 12" 42
105.8 110.8
95.5
2. S.E.
46
108.2
97.7
3. Center
45
107.9
97.4
4. S.W.
44
106.7
96.3
5. N.W.
48
108.8
98.2
Soil Description:
Brown and Tan Sand
with Traces of Clay
In Place Moisture:
7.3 Percent
Optimum Moisture:
12.0 Percent
IMax. Dry Density: 110.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
ding Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
'101/18/2019 11:20 7725896469KSM ENGINEERING PAGE 01/02
KELLER, SCHLEICHER & MacWILAM ENGINEERING AND TESTING, INC.
MARTIN ACC 561) 845 P O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) S89-0712
PALM BEACH (561) Sa5.7445
PAX (661) 845-8876 wwwksmengineering.net MELBOURNE (321) 768.8"11
C.A.; 5693 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM 0 1557 and ASTM D 2922
DATE TESTED January 16, 2019 KSM JOB # : 190223-1d/SS/cv
PERMIT # 1811-0572
CONTRACTOR Wynne Development
JOB LOCATION 3 Cordillera SCANNED
Spanish Lakes Country Club Village BY ��
Fort Pierce, Florida St Lucie COuntyb
ITEM TESTED Comloacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N. E. 0" - 12" 42 105.8 110.8 95.5
2. S.E. 46 108.2
3. Center 45 107.9 97.7
4. S.W, 97.4
�� 44 106.7 96.3
5. N. W, 48 108.8
98.2
Soil Description:
Brown and Tan Sand 112X I ) I I I with Traces of Clay W
In Place Moisture: E 1 ! I I I I
7.3 Percent I I
Optimum Moisture: H I I I I I )
12.0 Percent
T110.0I I I ( I I
Max, Dry Density:
110.8 P.C.F. P
@ Test Locations The C 109.0
Density & Penetrometer I I )
F I I I I )
Readings Indicate the
Degr,?jPhgHgWy,action Meets 108.0 1-•—••_.._.. _.._.._.. ..�..._.._.
Mip} r>Fgggvdig R I I I I I I
R I I I I I I
uI M 9 10 11 �..,..r.._..,_.._,
12 13 14 15
$ Moisture - % of Dry Weight
ucie County Building Department
Ronald G. Keller, P.E.:372W / SI Lic, No.: 860 / Julie E. Keller, PE.: 68266