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KELLER, SCHLEICHER & MacWI.LLIAM ENGINEERING AND TES1TTJI(N77P)599NOC.
MARTIN 972) 337-7755
P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377
PALM BEACH (561) 845-7445
www.ksmengineering.net MELBOURNE (321) 768-8488
ST. LUCIE (772) 229-9093
FAX (561) 845-8876
E-Mail: KSM@KSMENGINEERING.NET
FAX (772) 589-6469
C.A.: 5693
SC
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SOIL COMPACTION REPORT- ale
st CIJQIe
ASTM D 1557 and ASTM D 2922
CDun
DATE TESTED
February 27, 2019 KSM JOB # : 190588-3d/SSfjl -
PERMIT #
1901-0486
RECEIVED
CONTRACTOR
Above & Beyond Developing
MAR 01 2019
JOB LOCATION
11100 Carlton Road
Port St. Lucie, Florida
ST, Lucie County, Permitting
ITEM TESTED
Compacted Foundation Fill for the House Pad
TEST LOCATION
DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
24"- 36" 44 113.0 115.0 98.3
2. S.W.
1. 52 112.1 1197.5
Soil Description:
Tan Sand with Clay
and Some Rock
In Place Moisture:
8.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
116.0 1 1 1 1 1 1
W 1 I I I I I
E
i I I I I I I
G 115.0 L.._.1_.._(._.. �.._..�.._..
H I I I I I I
T L
I I I
PI 1_.. �._.. �.._.. .._..
114.0 —
C I I I I
I I I I I I
F I I I I I
113.0 i- _ •_ _.
D I I I I I
R I I I I I I
Y 112.0 .._.I_.._F—..-4.._..�.._..�.._.,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Saint Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / St Lic. No.: 860 / Julie E. Keller, P.E.: 68366
02/21/2019 16:02 7725896469 KSM ENGINEERING PAGE 01/01 _
for
-KELLBR—SBHLEit3WER &MacWILLIAM ENGINEERING]-C
MARTIN (772) 337-7755 R0 B, OX 78-1377 SEgASTIAN, FL 32978-1377 sEeAssr>N (772)l 58'9Cy-0712
PALM BEACH (561) 845-7445
FAX (569 845-8878
C.A.: Sswww.ksmengfneering.net MEL60UFINE (321) 768-a488
3 E-Mail: KSM@KSMENGINEERING,NEi• ST. LUCIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) S89-6469
ASTM D 1557 and ASTM 17 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
TEST LOCATION
OF SAMPLE
1. S.W.
2. N.W.
3. Center
4. N.E.
5. S.E.
Soil Description:
Tan Sand with Clay
and Some Rock
In Place Moisture:
11.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.0 P.C.F.
February 20, 2019
1901-0486
Above & Beyond Developing
I I100 Carlton Road
Port St Lucie, Florida
DEPTH PEN DRY
READ DENSITY
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for U'4ltWydation
,G le.
-IVV 50+ 112.3
111.7
113.7
115.2
113.0
KSM JOe # : 190588-2d/SS/cv
MAX.DRY
PERCENT
PROCTOR VALUE
COMPACTION
115.0
97.7
97.1
98.9
100.2
98,3
Moisture - % of Dry Weight
Saint Lucie County Building Department
r i f t i I t 1,t,,Ronald G. Keller, P.E.: 37293 / St Lic. No.: 860 / Julie E, Keller, P.E.: 68366