HomeMy WebLinkAboutSOIL COMPACTION REPORT 10-2-18KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MA � IN (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 1561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A. 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
D h TE TESTED September 25, 2018 KSM JOB # : 183323-1.d/SS/cv
RMIT # 1808-0617
PE
11
C' NTRACTOR Grande Construction RECEIVED SCANNED
i n E®
JOB LOCATION 4701 Buchanan Drive
Indian River Estates•
Fort Pierce, Florida ST. Lucie County, Permitting ,
ITEM TESTED Compacted Foundation Fill
EST LOCATION
* PEN
DRY
MAX.- DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.E.
0" - 12" 37
107.4
110.4
97.3
2. ,
S.W.
39
108.9
1198.6
3. '
Center
34
106.2
It96.2
4.,
N.W.
It42
109.5
It99.2
5.
N.E.
1134
106.0
1196.0
Sd;l Description:
Br6wn Sand
wit Clay
In', lace Moisture:
11 15 Percent
O 'timum Moisture:
121,0 Percent
Max. Dry Density:
116.4 P.C.F.
@' est Locations The
De sity & Penetrometer
Re dings Indicate the
Degree of Compaction Meets
Mill irnw IlRoaked for
W 111.0
E I
G
T
P :
109.0 L..— 1——•I._.._I._.._I.. �.._.._
C I I I I I
I I I I I I
F 108.0
I I I I I I
D I I I I I I
R 107.0
Y 9 10 11 12 13 14 15
to Natural Grade.
y� R ,-f "- S n tte Moisture - % of Dry Weight
r, o- efl.com
F�, i� ! Ii Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366
TAP CY Sz
KEI
E
LER SCHLEICFB R & MacWILLIAM ENGINEE``'r1r
iiVC.
MA'
IN (772) 337-7755
P.O. BOX 78_1377, SEBASTIAN, FL 32 78-131
f 2) 589-0712
PA LI
BEACH (561) 845-7445
www.ksmengineering.net M21) 768-8488
FAXII
�(561) 845-8876
E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.Al
5693
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE
TESTED
September 25, 2018 KSM JoOB # :
183323-1 d/SS/cv
PERMIT
#
1808-0617
G
NTRACTOR
Grande Construction
SC� �'
RECErVED
J
B LOCATION
4701 Buchanan Drive
Y
OCTp 2 1018
Indian River Estates ��.�,��8@��,� t,.4;,
Fort Pierce, Florida
Permitting Department
Lucie County
111
M TESTED
Compacted Foundation Fill
TEST LOCATION
* PEN DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE
COMPACTION
1 l!
S.E.
0" - 12" 37 107.4 110.4
97.3
2','
S.W.
39 108.9
98.6
3,'
Center
34 106.2
96.2
4
N.W.
42 109.5
99.2
51
N.E.
34 106.0
96.0
' it Description:
BII own Sand
illw�th Clay
I i, Place Moisture:
1'�i .5 Percent
Optimum Moisture:
110 Percent
I, ax. Dry Density:
11 0.4 P.C.F.
i Test Locations The
Dlensity & Penetrometer
Fy adings Indicate the
Degree of Compaction Meets
'nim r1i Required for
a rF�bU}�dation
YlTaken to Natural Grade.
ted:
W 111.0
E I
G
H 110.0
T A
P
109.0
C I I I I I
I I I I I I
F 108.0 J_..— .—
I I I I I I
D I I I I I
R 107.0 �— •—•�—••—•;—..—i.—..—;..—..�..—..�
Y 9 10 11 12 13 14 15
Moisture - % of Dry Weight
y ePt��ISt
p��Candefl.com
*,St. Lucie County Building Department
• ' rritlt��t���
II Ronald G. Keller. P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller. P.E.: 68366
09/ 6/2018 15:56 7725896469 KSM ENGINEERING,_, PAGE 01/01
A% I J.
LLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
CrIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
M BEACH (561) 845-7446 wwwAsmengineering.not MFLBOURNE (321) 768�8488
(561) 845-8876 €••Mail: KSM®KSMENGIN€ERING.NET ST. LUCIE (772) 229-9093
: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
4TE TESTED i September 25, 2018 KSM JOB # : 183323-1 d/SS/cv
-RMIT # 1808-0617
QNTRACTOR Grande Construction RECEIVED
UOB LOCATION
4701 Buchanan Drive
!EP >�'10�
Indian River Estates
1_�
Fork Pierce, Florida
Permitting department
St. Lucie County
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
* EVEN
DRY
MAX. DRY PERCENT
OF SAMPLE
DEPTH READ
DENSITY
PROCTOR VALUE COMPACTION
1. S.E.
0" -12" 37
107.4
110.4 97.3
2. S.W.
It39
108.9
1198.6
�3. Center
" 34
106.2
It 96.2
4. N.W.
42
109.5
99.2
�5. N.E.
34
106.0
" 96.0
oil Description:
rown Sand
,ith Clay
1 Place Moisture:
1.5 Percent
)ptimurn Moisture:
2.0 Percent
lax, Dry Density:
10.4 P.C.F.
! Test Locations The
!!nsity & Penetrometer
=adings Indicate the
agree of Compaction Meets
inimum Reauired for
iken to Natural Grade.
tied;
W 111.0 I 1 I I I
E I 1 <l I I
G I I I
Fi
l
_i._ _i.._.....I.._.._
T I i I i i
P
109.0 L.._.T ^.�—..�1.�.._i.. .�.._.._
c I I I I
I I ! l I I
F 108.0 .t-,
I I I I I I
D I I I I I I
Y 9 10 11 12 13 14 15
Moisture - % of Dry Weight
ndefl.com
.St. Lucie County Building Department
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