HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT07/IB/2018 15:24 7725896,," KSM ENGINEERING PAGE 02/02
SCANNED
BY XF Cq Ik AV
St Lude County A% Ij AYL
KELLER, SCHLEICHER & MetoWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 . RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (779.) 589-0712
PALM BEA01-1 (5.61) 845-7445 www.k�mengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8 "1 E-Mail: KSWN)l 8MENG1NEER1NQ.NGT ST. LUCIE (772) 229-9093
C.A.: 5693 rAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1150 and ASTM D 2922
DATE TESTED July 17, 2018 KSM JOB#: 182361-ld/MH/ct
PERMIT 9 RECEIVEL)
CONTRACTOR Wynne Development JUL 19 2010
JOB LOCATION 192 Mediterranean Boule, ard N. Pe'MiltIng Departmen
Spanish Lakes 1 St. Lucie count,,
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LocATION *PEN �RY MAX.DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N, E. 011-1211 so 109.7 114.2 96.1
2. N.W, it 51 1A4 to 97.5
of I It
3. Center 50 110.9 97.1
4. S.W. 53 1117 to 99.6
5. S. E. 52 112.6 98.6
6
Soil Description:
Brown Clayed Sand with 115.0 1
Traces of Shall W
In Place Moisture, E
5.9 Percent
G 114.0 --- ----
Optimum Moisture: H
11. 1 Percent T
Max. Dry Density-
P
114,2 P.C.F,
4
C
@ Test Locations The
Density & Penetrometer F
Readings Indicate the 112.0
Degree of Compaction Meets T
Minimum IRTquired D
11114 to,
foUM"R F ftl�n. R I
to Natural Grade. y 111.0
.0
10 11 12 13
14
N
Moisture - % of Dry Weight
ON
'd
AR e County Building Department
E ishlakes.com
%rv:fld C.- Kctfler, P.E.: 372()q /,S1 jjr:,,rq0
_: 860 1 jjjjik_� F, Keller, RE,: 68366
SCANNEa
rt
BY A% 1_0 j
KELLER, SCHLT16�L&1t&acWIlJLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377,�SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (Ei6l) 845-7445 www. smengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM KSMENGINEERING.NET ST. LUCIE (772) 2i6-9093
C.A.: 5693 FAX (772) 589-6469
SOIL CqMPACTION REPORT
ASTM D 1,557 and ASTM D 2922
DATE TESTED July 17, 2018
PERMIT 180�-0273
CONTRACTOR Wynne Development
JOB LOCATION 192 Mediterranean Boulevard N.
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundatio Fill
I
KSM JOB#: 182361-ld/MH/ct
RECEIVED
AUG' 0 1 ?0111
Permitting Departmew
st, Lucie Countv
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N. E.
011-1211 50
2.
N.W.
11 51
3.
Center
if 50
4.
S.W.
if 53
5.
S. E.
if 52
Soil Description:
Brown Clayed. Sand with
Traces of Shell
In Place Moisture:
5.9 Percent
Optimum Moisture:
11.1 Percent
Max. Dry Density:
114.2 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum P
,19,quired
fo� %III fit btip
FS
-JIWRO�Win _4*60 to Natural Grade
10
�,.Nq�
4�"
County Building
E V n ishlakes.com
VV
E
I
G
H
T
P
C
F
D
R
y
109.7 114.2
96.1
111.4 of
97.5
110.9 if
97.1
113.7 it
99.6
112.6 It
98.6
115.0
114.0
113.0 .. . ...
111.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Ronald G. Keller, RE.: 37293 / Sl Lic. No.:� 860 / Julie E. Keller. RE.: 68366