HomeMy WebLinkAboutKSM REPORTKEL�LER, SCHLEICHER & MaCWILLIAM ENGINEERIN S IN I
MARTJN (772) 337-7755 _ _ TIC 071
P.Q. BOX 78 1377, SEI3ASTIAN, FL 32978 37
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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
TESTED
EST LOCATION
OF SAMPLE
1. '1N.W.
2. N.E.
3. Center
4. S.E.
5. S.W.
Soil Description:
Brown and Gray Sand
with Clay
In Flace Moisture:
10.12 Percent
I
Optimum Moisture:
11.0 Percent
Mai,. Dry Density:
113.7 P.C.F.
0
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 8, 2019
1811-0077
Wynne Development
7 Peru
Spanish Lakes Country Club Village
Fort Pierce, Florida
Compacted Foundation Fill
KSM JOB #
RECEIVED
Permitting Department
St. Lucle County
190126-1 d/SS/jt
SCAMYE®
isly
StLude.County
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
0" - 12" 50+
111.1
113.7
97.7
"of112.7
of99.1
"it112.2
if98.7
"
109.5
If96.3
it
110.6
if97.3
est Locations The
sity & Penetrometer
dings -Indicate the
ree o`f CorAp4 pion Meets
daoW.,q
a
�ec�fdll , 'tted:
• a
e -
e • •
� : e
�m
Pis • ••••ac!
Faxr'���cie County Building Department
Moisture - % of Dry Weight
E-mail to'"13U tVP@wvnnebc.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
01/1�1/2019 15:34
m
N.I+7 C}L=1CHER & M2cWILLIAM ENGINEERING AND �SO INC.
.LER, SMNVM689.0712
rIN (772) 337-7756 P.O. BOX 78,1377, SEBASTIAN, MELSOURNr
(321) 76a- M
I BEACH (6s1) 845.7445 www.k9mangineering.net ST. LUCIE (7'72) 229-9M
561) B4541876 E-Mail: KSM@KSMENGiNE�ING.NEr FAX (772) 589-WM
5693
KB
FAX
C.A.
TE TESTED :
T#
77258960FO,
KSM ENGINEERING
SOIL COMPACTION REPORT
ASTM 01657 and ASTM D 2922
January 8, 2019
1811-0077
Wynne Development
LOCATION 7 Peru
Spanish Lakes Country Club Village
Fort Pierce, Florida
TEST LOCATION
OF SAMPLE
DEPTH PEN DRY
READ DENSITY
PAGE 01/02
KSM jOB # : 190128-1d/SSIA
MAX. DRY PERCENT
PROCTOR VALUE COMPACTION
1.
N.W.
0" -12" 50+ 111.1 113.7
V r . r
99.1
2,
N.E.
112.7'
98.7
3.
Center
112.2
109.5
9B.3
4.
S.E.
" 110.6
97.3
S.
SW
Soil Description: 115.0 4 I 1 I 1 t
Brown and Gray Sand
with clay vv
In Place Moisture: E
10.2percent I 114.b I .. .�.......��._..�. .T.. ,...
Optimum Moisture: I
1 t 1 I I
11.0 Percent T
113.0 i ..�..j—. �• "j
Max. Dry Density:
113.7 P.G.F,
C 112.0 I .._.;_—;......�..�.......
I 1 ! l
@ Test Locations The I I I
Density & Penetrometer F
Readinis��gd�;@ 111.(1
Degr�� oof"WY14Aeets
.... •,* D
Mi�. �'�'' '•i R I j I j 1
fry' No. $t36S Y 110.0 g .. _ I .. 10
11
.. .12 .. _.� ,
` •�-14
_ g
tes �#J�dly.$tlf n ted� Moisture - °A of Dry Weight
Fax " rt. Lucie County Building Department
E-mail to: Dotty@wynnebc.com
Ronald G. Keller. R5_. 37293 / SI L.ic. No- 860 1 Julie E. Keller, RE.: 68366