HomeMy WebLinkAboutKSMSCANNED
. 8,11
LLER�4FWCEEPIJE DER & MacWILLIAM ENGINEERING AND TESTING, INC.
,RTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
_M BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
{ (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
�.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED August 22, 2018 KSM JOB # : 182868-1d/MH/ct
(PERMIT # 1807-0242
Grande Construction
LOCATION 2366 Lear Place
Port St Lucie, Florida
TEM TESTED ' Compacted Foundation Fill
TEST LOCATION DEPTH * PEN
DRY MAX. DRY PERCENT
II OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
S.E. 0" - 12" 53
113.7 114.4 99.4
2. S.W. 1151
111.6 If97.6
3. Center 50
109.4 95.6
11
. N.E. 50
109.2 95.5
N.W. 50
108.8 95.1
I,I
oil Description:
..
rown Clayed Sand
ith Shell
I Place Moisture: W
115.0 I I I I
1 .2 Percent E
I
I I I I
I
Optimum Moisture: H
I I I
114.0 �— — �— — — I . — f — • -I — -
1�.O Percent T
Max. Dry Density: � P
I I I 1
113.0 �-—.�—. r—.._j._..—j..— .�..—••-
1ii4.4 P.C.F. C
I I I I
Test Locations The F
I I I l
D, nsity & Penetrometer112.0
R', adings Indicate the
I
Dggree of Compaction Meets R
I I I I
Mi�pimum Required for Y
111.0 �— — 1— • • — 4 - — I • — —1. - -1 • —
StI�al��df�rfidatiign
8 9 10 11 12 13 14
.F ged�4k nn to Natural Grade.
Moisture - % of Dry Weight
J O
q O
q •
.E., e
sicTE OF : 47
�i • ,
I,ell.com
• ' �,eucie County Building Department
Ir�'''��•+�''� Ronald G. Keller, RE.: 37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366
08/24/2018 10:24 7725896469_. KSM ENGINEERING .,— PAGE 01/01
KIP 1104 l Ar
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KELLER, SCHLEICHER & M.acWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-13777 SEBASTIAN, FL 32978-1377 SC-BASTIAN (772) 589-0712
PALM SEAC�FI (561) 845-7445 www,ksmengineering_net MELBOVRNE (321) '768-8488
FAX (S845,8876
69
C.A.; ri693 E-Mail_ KSM@KSMENGINEERfNG_NE'T ST, LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED August 22, 2018 KSM JOB # : 182868-1d/MH/ct
PERMIT #
CONTRACTOR
JOB LOCATION :
' 1807-0242
RECEIVED
Grande Construction
AUG 2.4 2018
2366 Lear Place
Pork St Lucie, Florida Permitting Department
St. Lucie County
ITEM TESTED :
Com acted Foundation Pill
TEST LOCATION
DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.E.
0" - 12" 53
113.7
114.4
99.4
2.
S.W.
51
111.6
1197.6
3.
Center
50
109.4
95.6
4.
N.E.
'
50
109.2
95.6
5.
N.W.
50
108.8
��
95.1
Soil Description:
Brown Clayed Sand
with Shell
IIn Place Moisture:
11.2 Percent.
Otimum Moisture:
1.0 Percent
lax. Dry Density:
14.4 P.C. F.
Test Locations The
ansity & Penetrometer
:adings Indicate the
.gree of Compaction Meets
nimum Required for
y G�
- sill n
e�tQ'i`47ONA��� tia
Vv 115.0�
E
I
G I I ( I [
H 114.0 �..,.1— �•f ��•—•. L._.. �..� .._
T
P
113.0
G I I I I
I I I I l
1= 112.0 �.._
R 111.0 �-- - -
8 9 10 11 12 . 13 14
to Natural Grade.
Moisture - % of Dry Weight
com
D County Building Department
G- Keller. RE,; 3729:3/ SI Lic, NO.: 860 / .iulic E. Keller RE.: G8366
TIP OIL 9
%IJAVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING INC.
M III IN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PAXM BEACH (561) 845-7445 www,ksmengineering.net _ MELBOURNE (321) 768-8488
FA,(561) 845-8876 E-Mail: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093'
C. 5693 FAX (772) 589-6.469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
ATE TESTED August 22, 2018 KSM JOB # : 182868-16VyjW&t
PERMIT # 1807-0242 Aur; 212010
ONTRACTOR Grande Construction ermitting Department
! de County
JOB LOCATION 2366 Lear Place
Port St Lucie, Florida
,',STEM TESTED Compacted Foundation Fill
TEST LOCATION
OF SAMPLE
* PEN
DEPTH READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
S.E.
0" - 12" 53
113.7
114A
99.4
. S.W.
51
111.6
"
97.6
l , . Center
50
109.4
95.6
I. N.E.
50
109.2
95.5
. N.W.
i
50
108.8
95.1
oil Description:
Brown Clayed Sand,
►ith Shell
I Place Moisture: E 115.0
i I I I I I
1.2 Percent I I I I I I
Optimum Moisture: H 114.0 — �— — _j._. j.._..;.._.._
1.0 Percent _ T I j
I
ax. Dry Density: P
113.0
114.4 P.C.F. C I I I I I
Test Locations The F I I I I
bensity & Penetrometer
4
eadings Indicate the I I I I
egree of Compaction Meets I I I I I
Il��linimum Required for R 111.0
takarl [=n� inrla#inn 8 9 10 11 12 13 14
M1 P r l a�i tf jaken to Natural Grade.
�.4` ed: Moisture - % of Dry Weight
CopyFILE
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•r�,�t'a�j)1• �County Building Department
•,;� /ONAL 0'%I
•�,;�i������t�..'1 onald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E.. Keller, P.E.: 68366