HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTTIF 0 2L 9
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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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1567 and ASTM D 2922
DATE TESTED June 15, 2018 KSM JOB # : 181985-1d/SH/ct
PERMIT # l u _ 06 y'
CONTRACTOR R & E Loader Service, Inc.
JOB LOCATION 5117 Seagrape Drive
Indian River Estates
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill - Stemwall Backfill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12" 38 107.6 112.4 95.7
2. S.W. 38 108.1 96.2
3. Center 46 109.9 97.8
4. N.W. 39 109.3 97.2
5. N.E. 38 108.7 96.7
Soil Description:
Brown Sand 113.0
W
In Place Moisture: EI I I I I
9.6 Percent G I
H 112.0_I._ J..—..1.._.._
I I I I
Optimum Moisture: T I I I I I
11.0 Percent P I I I I I
Max. Dry Density: C I
111.0
112.4 P.C.F. I I I I I
F I I I
@ Test Locations The 110.0 — — — •I. _ .. _ l . _ .. J .. _ ..1.. _ .. _
Density & Penetrometer D I I I
Readings Indicate the R I I I I I
Degree of Compaction Meets y l
I I I I I
Minimum Required 109.0 I— — ;— — — —; — T • — • •,
for S1*EFd1PdfM.d@tion 8 9 10 11 12 13 14
*`n���di,eT�a to Natural Grade.
�{ Moisture - % of Dry Weight
o
O
;. �KeI16Fwa,• ' :
"esidSffikTF �
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it 3PAR �@bellsouth.net
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��•r,�r��+�s��QAanald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
-,lun, 29. 2018 2:12PM No. 0258 P. 1/1
R) -AX 63XSAVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) W7-7755 P0. 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) 845-6876 E-Mail: KSM®KSMENGINEI=HING.NET ST. LUCIE (772) 229-9003
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-0469
ASTM D 1557 and ASTM D 2922
DATE TESTED June 15, 2018
PERMIT #
CONTRACTOR R & E Loader Service, Inc.
JOB LOCATION 5117 Seagrape Drive
Indian River Estates
Ft. Pierce, Florida
ITEM TESTED C t d d el I; F 'll St II fll
la k
KSM JOB # : 181985-1 d/SH/ct
a < 1 i 1 �•L
JUN 2 9 2018
Permitting Department
St. • Lucie County, FL
m opac a oun a on I - e
mwa ac I -
TEST LOCATION DEPTH w PEN DRY MAX. DIY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" 12"
38
107.6 112.4
95.7
2, S.W.
38
108.1
96.2
3. Center "
46
109.9 "
97.8
4. N.W.
39
109.3
97.2
5. N.E.
38
108.7
96.7
Soil Description:
Brown Sand'
113.0
W
I
In Place Moisture:
E
I
I I I I
I
9.6 Percent
j
—Optimum
..H112.0
r
Moisture:
T11.0
Percent
All
PjMax.
Dry Density:1'12.4
P.C.F.F
@ Test Locations The
110.0
A..
Density & penetrometer
Readings Indicate the
p
R
I I 1 I
Degree of Compaction Meets
Y
I I I I
Minimum Required
109.0 -I— _.;_... .;.`...;._..�.._..,;
..�..�
for St*('Fdtme19#ion
8 9 10 11 12
13 14
a !� to Natural Grade.
Moisture - % of Dry Weight
a N
1 • � Y
• Id9AM
t DA@�bellsouth.net
.
%flehald G. Keller, P.E.:37293
/SI Lic. No.: 860 / Julie E. Keller, P.E.: 08366
tl ;
g A%QILVL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7756 P.O. BOX 78-1377 SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmangineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876- E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
G.A.: 5s9s SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED June 15, 2018
KSM JOB # : 181985-1 d/SH/ct
PERMIT #
CONTRACTOR R & E Loader Service,
Inc.1%962
-----'
F;m C F19M IV
'D
JOB LOCATION 5117 Seagrape Drive
JUN 2 9 2018
Indian River Estates
Ft. Pierce, Florida
Permitting Department
m ITEM TESTED Compacted Foundation Fill - Stewall Da kfiSt. Lucie County, FL
TEST LOCATION DEPTH * PEN
DRY
MAX. DRY PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 38
107.6
11.2.4 95.7
2. S.W. 38
108.1
It96.2
3. Center 46
109.9
If
' 97.8
4. N.W. 39
109.3
if97.2
5. N.E. 38
108.7
96.7
Soil Description:
Brown Sand
113.0
I I I I I
W
F
In Place Moisture:
9.6 Percent
112.0
J.._..1.._...
FGi
Optimum Moisture: T
I
I I I I
11.0 Percent
P
I
I
Max. Dry Density- C
111.0 J_.._.�_.
I
_ �._.._�._..�.. �..�...
112.4 P.C.F.
F
@ Test Locations The
110.0
— J�..,..I.,..._l._..J.._..1.._...
Density & Penetrometer D
I I I I I
Readings Indicate the R
I I I I I
Degree of Compaction Meets v
I
I I I I I
Minimum Required
109.0
—•�— — c �� — -- •-�•• —••�
for Sj@Lk9d'Pd'(M.d4jion
8
9 10 11 12 13 14
to Natural Grade.
Moisture - % of Dry Weight
N M
r • QIICI� r. . _
esidi rT6T v
Y �
F •�
�t[Ip��t(a7bellsouth.net
0
1'
•
d`?1'19 S Z 0 ' o N'ahaid G. Keller, P.E.: 37293 / SI Lic. No.: 860
/ Julie E. Keller, RE.: 68 &60:Z 9106'66'unp