HomeMy WebLinkAboutKSM REPORTS01/24/2019 09:45 772589E "�^ KSM ENGINEERING~"---_
�8/.2 - o® PY
TrCWN FJLE C
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) 758-8488
FAX (581) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE fr72) 229.9093
C.A.: $693
90ANNE,EAX f772) 589-6469
SOIL COMPACTION REPORT BY LU7
ASTM D 1657 and ASTM D 2922 St. Lucie Counts/
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
January 22, 2019
1812-0357
Wynne Development
3 Los Gatos
Spanish Lakes 1
Port St. Lucie, Florida
KSM JOB # : 190319-1d/MH/cv
RECEIVED
IMN 2 41n19
permIttln9 pepa „m�:o'
St. rude CW
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
DEPTH PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.W.
O" - 12" 51
111.3
113.9
97.7
2.
N.W.
50
110.6
97.1
3.
Center
50
109.6
96.2
4.
S.E.
52
112.3
98.6
5.
N. E.
50
110.4
96.9
Soil Description:
Brown Sand with
Traces of Clay
In Place Moisture:
6.0 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
116.0
W j
E
G 114.0 -!---
H I
T i
113.0
.._.
C
j I I I I 1
F
112.0 .._.t .._I._.. T.._.. r.. .�_.._.
D I I I I
R I I I I I
8 9 10 11 12 13 14
ing Department
Moisture - % of Dry Weight
Roneld C. Keller. P.R7 R77A7 / RI I in NA • ARq / .lulio F Kullc� PF • RA'uR
h -
�;VL
�_ILE COPY
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 1567 and ASTM D 2922
DATE TESTED : January 22, 2019 KSM JOB # : 190319-1 d/MH/cv
PERMIT # 1812-0357 SCANNED
CONTRACTOR Wynne Development BY
St. Lucie County A ,� IN
JOB LOCATION 3 Los Gatos 0, F;
Spanish Lakes 1
Port St. Lucie, Florida
0
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"
51
111.3
113.9
97.7
2. N.W.
50
110.6
97.1
3. Center
50
109.6
96.2
4. S. E.
52
112.3
98.6
5. N.E.
50
110.4
96.9
Soil Description:
Brown Sand with
115.0
I I I I
I
Traces of Clay
W
In Place Moisture:
E
6.0 Percent
I
G
114.01 .._.�_..—�._..
�.._..� .._.�_.._.
Optimum Moisture:
H
I
1,1..0 Percent
T
Max. Dry Density:
P
113.0
—.
_—.".—
113.9 P.C.F.
C
@ Test Locations The
Density & Penetrometer
F
Readings Indicate the
112.0
"
-I
Degree of Compaction Meets
I I
MirmgR�q�ired
R
I
I
.��p►pn
`per; �N�M
8
9 10 11 12
13 14
ing Department
Moisture - % of Dry Weight
RECEIVED
FEB I 1 21119
Permitting Department
St. Lucie County
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366