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KELLER, SCHLEICHER & MacWILLIAM tINWINJEERING AND TESTING, INC.
I
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712.
PALM BEACH (561) 845-7445 www.ksmenginee:Ving.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
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SOIL COMPACTION REPORT
ASTM D 1557 and STM D 2922
AQ
DATE TESTED"'� �-MVJV 6, 2018
PERMIT # 1804-0762
CONTRACTOR Wynne Development
JOB LOCATION 14369 Amapola Circle
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB#: 182232-1 d/MH/cv
Recervet)
Ak
Pertnitti,
St. L 9 Depaq
UC/e Co., Ment
t),
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DR� MAX. DRY PERCENT
OF SAMPLE READ DENS I ITY PROCTOR VALUE COMPACTION
1. N. E. 011-1211 50 1048 110.2 95.1
11 11 06.8
2. S. E. 50 1067
3. Center 50 1052 95.5
4. N.W. 50 1066 96.7
5. S.W. 50 106.9 97.0
Soil Description: I
Brown Sand with 11110
Shell Fragments W
In Place Moisture: E
7.6 Percent
G 110�.O ------ —
Optimum Moisture: H
12.0 Percent T I
Max. Dry Density: P
1041.0 4
110.2 P.C.F.
C
@ Test Locations The
Density & Penetrometer F
Readings Indicate the 108�.o
Degree of Compaction Meets
D
MinirA4W,R,p,ouired
% R
,�fbbp E$akir dation.
Fr.. en to Natural Grade. y 107.0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
e ent
ucie County Building Department
panishlakes.com
Ronald G. Keller, RE.: 37293 / S1 Lic. No.: 860 Julie E. Keller, RE.: 68366
07/09/2018 15:59 772589F�j'79
KELLER, SCHL MINVA MacWILLIAM
MARTIN (772);337-7755 P0. BOX 78-1-377, SEBA,
PALM BEACH (5-61) 8415-7445 wwwAsmen9i"
FAX (561) M-8$76 . n
6693 E-Mail, K$M@KSMEN
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED -
TEST LOCATION
OF SAMPLE
ENGINEERINGI�--
PAGE 02/02
NGINEERING AND TESTING, INC.
AN, FL 32978-1377 SEBASTIAN (772) 589-0712 -
inamet, MEL13OURNE (321) 768-8488
I.EERING.NET ST. LUCIE (772) 22,9-9093
FAX (772) 589-64-69
SOIL COMPACTION REPORT
ASTM D 1557 and*TM D 2922
July 6, 2018
1804-0762
Wynne Deveflopment
14369 Amapola Circle
Spanish Lakes Fairways
Fort Pierce, Florida
2RMpacted Foundation Fill
DEPTH * PEN DI
READ DEN
KSM JOB#: 182232-1 d/MH/cv
RECEIVED
JUL 0 9. 7010
Permitting Department
St. Lucie County
MAXDRY PERCENT
PROCTOR VALUE COMPACTION
1.
N. E.
Or' - 1211 50
1041.8 110.2
95.1
2.
S. E.
50
106 1 7 it
96.8
3.
Center
50
105�2 P1
05.5
4,
N.W.
50
106�6
96.7
S.
Sm.
50
1 06.� 9
97.0
Soil Description,
Brown Sand with
Shelf Fragments
In Place Moisture-,
7.6 Percent
Optimum Moisture:
12-0 Percent
Max. Dry Density:
110,2 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minirmw,Raquired
n to Natural Grade
W
E
G 110
T
P 109
C
F
108.
D
R
Y 107
em
19 �Q-
" �__Ilucie County Building Departmont
��anishlakes,com
ftA t 1 0 !,
11111110'k
Ronald G'. Keller. P.F-,: 37293 1 SI Lic. No.: 86(
j "I
9 10 11 12 13 14 15
Moistwe - % of Dry Weight
/ Jolie. E. Keller. P.E.: 68366