HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT09/06/2018 16:03 7725896469 KSM ENGINEERING,,--, PAGE 03/03
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A' 9CHLEICHER MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7756 ' P.O. BOX �8-11377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (661) 845-7445 1 www.lksmangineering,net MELBOURNE (321) 768-8488
FAX (1561) 845-8876 E! Mail- KSM@KSMENGINEr=RING.NET ST. LUCIE (772) �29-9092
G.A.; 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE . TESTED
September* 2018 KSM JOB#: 183043-1 d/MH/cv
PERMIT 9
1806-01,58�,
CONTRACTOR
Wynne Development
I
JOB LOCATION
14381 Dul6e Real
PIN,
Spanish Lakes Fairways
' I
Fort Pierce, Florida
CIO,
ITEM TESTED
Corrlpacte�* Foundation Fill
TEST LOCATION
DEPTH! 'PEN DRY MAKDRY
PERCENT
OF SAMPLE
I READ DrHNSITY PROCTOR VALUE
COMPACTION
I - S.E.
011 - 12", 52 112,6 116.4
96,7
2. S-W,
91 . 54 114-5 11
98.4
3. Center
if 53 113.7
97.7
4. N.E.
53 113.1
97.2
5. N.W.
51 111.4
95.7
$oil Description:
Brown $and with Shelf
and Clay Fragments
In Place Moisture:
93 Percent
Optimum Moisture:
11 .0 Percent
Max. Dry Density,-
116A P.C.F,
@ Test Locations The
Density & Penetrometer
Readings indicate the
Degree of Compaction Meets
Minimum Required ,
%OWKW.Fopundlation.
T
aken to Natural Grade
KZ,61-_WWAICI�Wlfted: . .
PP
.A
117,0 -,
W
E
G 116.0
H
T
P
115.0 ij
C
114.0
7
D
R
y
11-3.0
8 11 12 13 14
Moistum - % of Dry Weight
�Lucie County' Building Department
ianishlakes.cbm
Ronald G. Kellpr, 'P. E.: 337P.03 i SI Lic.. No.: 86() / Julie E. Keflcr, P (38,366
SGANNkU
By A' P. EVA
KEL5tW!0010`EICHER & MiacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FIL 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
AISTM D 1557 and ASTM D 2922
DATE TESTED September 5, 2018 KSM JOB#: 183043-1 d/MH/cv
PERMIT # 1806-0188 :
CONTRACTOR :'. Wynne Development
JOB LOCATION
14381 Dulci
Spanish Lal
Fort Pierce,
ITEM TESTED
Compacted
TEST LOCATION
DEPTH
OF SAMPLE
1. S. E. 011-1211
2. S.W. 11
3. Center
4. N. E.
5. N.W.
Soil Description:
Brown Sand with Shell
and Clay Fragments
In Place Moisture:
9.3 Percent
Optimcim Moisture:
11.0 Percent
Max. Dry Density:
116.4 P.C.F.
Real
�s Fairways
on Fill
4
4
* PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
fRr%j3UktdjFjpundation.
M 64
aken to Natural Grade
No. 6
14 WIT at 0
4, to.
fit
52
112.6 116.4
96.7
54
114.5 11
98.4
53
113.7 to
97.7
53
113.1
97.2
51
111.4
95.7
117.0
W
E
G 116.0
H
T
P — — V——'. — '
115.0 -4--- - - 4- - -.I— - - — -
C
F
114.0
D
R
y
113.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
If *
'Lucie County B61 ilding Department
man ish lakes. com
Ronald G. Keller, P.E.- 37293 / Sl Lic. No.: 860 / Julie E. Keller. P.[7-: 68366