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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.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
SOIL COMPACTION REPORT
ASTM-D-1557-and ASTM-D-2922-
REVISED March 15, 2019
DATE TESTED March 11. 2019
PERMIT #
CONTRACTOR
JOB LOCATION
1902-0168
Wynne Development
14494 Cancun
Spanish Lakes
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill
SC
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Sf cNFO
C04h[�,
KSM JOB # : 191018-1 d/SS/ct
RECEIVED
MAR, 212019
Permittint3 Department
St. Lucie County
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" -12" 50+ 107.0 112.4
95.2
2.
N.W.
106.8
95.0
3.
Center
". 108.6
96.6
4.
_N.E.
106.1
96.2
5.
S.E.
107.2
95.4
Soil Description:
Brown Sand
113.0 I I I I I
w
In Place Moisture:
E
7.7 Percent
I I I I
G
112.0..—.1—..-1. ..�.. ..J ..—..I—..—.
Optimum Moisture:
H
11.0 Percent
T
Max. Dry Density:
P
j I I I I I
112.4 P.C.F.
I I I I I I
@ Test Locations The
I I I I I I
Density & Penetrometer
F
Readings Indicate the
110.0—••—••—•
Degree of Compaction Meets
j I I I I I
Mini�n,8rnARgguired
kol•'I�edk�Il'Ittajation.
R
I I I 1 I
V..... i
J'• '
ate �u tfed:
Y
109.0-..—.,—..—,.—.....—..r..—..I—••—,
8 9 10 11 12 13 14
or
Nq a
Moisture - % of Dry Weight
County Buiilding Department
#atilt,
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/15/2019 10:32 772589 KSM ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC,
MARTIN (772) 337.7765 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589.0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768.8488
FAX (561) 845-8876 E•Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (77P) 589-6469
- SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
REVISED March 15, 2019
DATE TESTED March 11, 2019 KSM JOB # : 191018-1 d/SS/ct
PERMIT# 1902-0158 RECEIVED
CONTRACTOR Wynne Development MAR 15 n19
JOB LOCATION 14494 Cancun
Spanish Lakes ST• Wclo county, permitting
Ft. Pierce, Florida —
ITEM TESTED Compacted Foundation Fill
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S-W.
0" -12"
50+
107-0
112.4
95.2
2.
N.W.
106.8
95.0
3.
Center
108.6
96,6
4.
N.E.
108,1
96.2
5.
S.E.
107.2
95.4
Sell Description:
Brown Sand 113.0 I I I I 1
In Place Moisture: E
7.7 Percent I I I I I I
Optimum Moisture; G 112.0 j----•�—••—l. .._i„ 1 .._..I_.._.
H I I I I I
11.0 Percent T I I I
I
Max. Dry Density: P j I 1 I I
112.4 P.C.F. 111.0 — ••_ -_. _,._-„_.._.
@ Test Locations The c
Density & Penetrometer
Readings Indicate the 110.0 j—••—•1—
Degree of Compaction Meets
NIj�Yn111�A�f�uired d j I I I I I
�o.t6ketQf�t1•IFjation. Y 109.D —•I I I I I
e 11 8 9 10 11 12 13 14
• Moisture - °k of Dry Weight
Lucie County Buiilding Department
Ronald G. Keller, P.E.: 37293 / SI Llo. No.: 860 / Julie E. Keller, P.E.: 68366