HomeMy WebLinkAboutKSM RFEPORTKELLER, 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 (5;61) 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
DATE TESTED November 26, 2018
i
PE`1MIT # 1811-0092
CONTRACTOR Wynne Development
JOB LOCATION 61 El Camino Real
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 184045-1 d/SS/cv
y0 Fo
SCANNED ����J
BY <��,j o� B
St Lucie County R�oG"' �%,>
TEST LOCATION DEPTH *PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 41
104.7
110.0 95.2
2. S.W. 44
105.6
96.0
3. Center 47
107.9
98.1
4. N.W. 45
106.6
96.9
5. N.E. 43
105.1
95.5
Soil Description:
Brown and Gray Sand
111.0 I
I I I I I
In Place Moisture: W
j
I I I I I
6.5 Percent E
Optimum Moisture: G
110.0 �—
— • I _ _ I _ _ I _ I_ _
11.01 Percent H
I
I I ! I I
T
Max. Dry Density:
110.6 P.C.F. P
Test Locations The C
@
Density & Penetrometer
Readings Indicate the F
Degriee of Compaction Meets
108.0
—•t—"—I'—"7' — *r"— I_— —'
Minimum Required
j
I I I I I
fo`t 0#4ation.
R
men to Natural Grade.
8
9 10 11 12 13 14
'� N`�• —
Moisture - % of Dry Weight
w �uhe' eller,
°o � T
'�� re • I t i• County Building Department
Ocie
N�Mnnebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 /
Julie E. Keller, P.E.: 68366
7725899459
KSM ENGINEERING-,
PAGE 05/05
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11/27/2018 16:52
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K� Y
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KELLLH, SCHLEICHER & MacWILLIAM ENGINEE IN TE QIG !N
MARTIN (772.) 337-7756 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PA�M BEACH (561) 845-7445 www,ksmengineeringmet MELBOURNE (321) 768-8488
FAX (561) 845-8875 1=-Mail: K$MCaKSMENGaINEERING.NU ST. LUCIE (772) 229-9093
C.A.: 5653 FAX (772) 589-5469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE
IIIERMIT
CONTRACTOR
JOB
I
TESTED ; November 26, 2018
# 1811-0092
Wynne Development
LOCATION 61 E! Camino Real
Spanish Lakes 1
Pork St. Lucie, Florida
rEM TESTEP Compacted Foundation Fill
KSM JOB # : 184045-1d/SS/Cv
0 c�,
s
ON, 9
TEST LOCATION DEPTH *PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 41
104.7
110.0 95.2
2. S.W. IF44
105.6
if96.0
31. Center 47
107.9
98.1
41. N.W. 45
106.6
96.9
51. N.E. 43
105.1
95.5
Soil Description:
Brown and Gray Sand
In Place Moisture: w
6f5 Percent E
Optimum Moisture: G
110.0 .r.
11.0 Percent H
I— I I
T
j
i I
Max, Dry Density_1100PCF.
P@
Test Locations The
i
\4-
I I I
Density & PenetrometerReadings
Indicate the F
Degree of Compaction Meets.
108.0 —
, • — — —
Minimum Required
I
I I I I I
to y rt�ation. D
den to Natural Grade,
107.0
9 10 11 12 13 14
- Nql m-
1 eller, ;�
Moisture - % of Dry Weight
Ile[
fr cie County Building Department
r nebc.com
��r�rrtlfitttR��L
PonalCi C�, Keller. RE-: 37293 / �;! Lic-
Nn-: 8F�c7 /
JuliF E. Kr-Iler, RE,: 68366