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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.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1657 and ASTM D 2922
DATE TESTED February 25, 2019 JOB # : 190770-1pd/MH/cv
PERMIT # 1901-0500
CONTRACTOR Horizon Pools Inc.
JOB LOCATION 6017 Palmetto Drive e CoUn .
Fort Pierce, Florida permitting DePar""
St. Lucie County
ITEM TESTED Pool Backfill
TEST LOCATION DEPTH PEN DRY MAX.DRY PERCENT
- OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 S.E.
0 - '
45 111.6
112.4
99.3
2
1'- 2'
50
95.0+
3
2'- 3'
50
95.0+
4
3'- 4'
50
95.0+
5 West
01.11
46 108.4
112.4
96.4
6
T - 2'
45
95.0+
7
2'-3-
50
95.0+
8
3' - 4'
50
95.0+
9 North
0' - 1'
45 110.3
112.4
98.1
10
V - 2'
45
95.0+
11
2'-3-
50
95.0+
12
T - 4'
50
95.0+
Soil Description
Brown Sand with
113.0 - 1 1 1 1 1
Traces of Shell
W
I I I I I
In Place Moisture:
E
I I I I I
6.0 Percent
l
I
G
112.0}-.._.�_.._.� .._�._. _�.._.. �.._.._
Optimum Moisture:
H
I I I I I
11.0 Percent
T
I I I
Max. Dry Density:
P
I I I I I
111.0 �••_.)_. _.l_.._I._.._I.. ..�.._.._
112.4 P.C.F.
C
I I I I I
I
@ Test Locations the Density &
F
I I I I I
j
Penetrometer Readings Indicate
theD1'
1100—..- ..—.F-.._j._.._j.._.. _.._
I
��ion-Meets.._
�i�
D
I I I I I
p 4
Mom' v •'CEN$.9 '�
�\
R
y
I
j
•
I I I I I
:P_R sped( 8 Ile
109.0•�—••—•;—.._.;._.._;._.._;.._...�.._...,
8 9 10 11 12 13 14
'Jul" ' ;'
Moisture - % of Dry Weight
Fax ai{d'#F e'County Building Department
Rnnald r,�'Kaller PF.- R79QA / RI I in hln • RRn / .hdia F Kallor PF • RRARR
02/27/2019 09:30 7725896459
KSM ENGINEERING
PAGE 01/02
%Folk if
A%L-jaft
KELLER, SCHLEICHER & MaOWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. 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: KSMWKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 155�ST 29JC®�
DATE TESTED February 25, 2019 L 770 1pd/MH/cv
PERMIT #
1801-0500
80
CONTRACTOR
. Horizon Pools Inc.
S't.�
U�8v
e co
JOB LOCATION
6017 Palmetto Drive
P Up(y
Fort Pierce, Florida
0
ITEM TESTED
Pool Backfill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
4
2
1' - 2'
50
95.0+
3
2'- 3'
50
95.0+
4
3'-4-
50
95.0+
5
West
0' - 1'
46
108A
112.4
96.4
6
1' - 2'
45
95.0+
7
2' - T
S0
95.0+
8
3' - 4'
50
95.0+
9
North
0' -1.
45
110.3
112.4
98.1
10
1' - 2'
45
95.0+
11
2' - 3'
50
95.0+
12
3' - 4'
50
95.0+
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture:
6.0 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.4 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
_the Deg IUWftotion Meets -
113.0
W 1 I I I I
E I I I I I
-
G 112.0 i—••_.I_ _ I I I I_
H
T I I I
I I I I I
P I -
C I I I I I
I I I I I
F
•� I I I I I I
R I I I 1 I 1
v 1
I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Fax efkiVLVcie'County Building Department
Ronald,G:'Keller, P.E.: 372931 SI Lic. No.: SRO i .wrA P xom. of . neon
02/27/2019 09:31 772589646?l KSM ENGINEERING . PAGE 01/02
�11IQP rZ
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 689-0712
PAL1M BEACH (561) 845-7445 www.ksmenginearirig.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMRKSMENGINEERING.NET ST LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
iDATE TESTED February 25, 2019 JOB 0# : 190770-1 pd/MH1cv
i
.PERMIT # 1901-0500
I
CONTRACTOR Horizon Pools Inc.
JOB LOCATION 6017 Palmetto Drive
Fort Pierce, Florida
ITEM TESTED Pool Backfill
TEST LOCATION
PEN
DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1S.E. OF
2 1' - 2'
50
111.6
95.0+
3 2'- 3'
50
95.0+
4 3' - 4'
50
95.0+
5 West 0' - 1'
46
108.4 112.4 96A
6 1' - 2'
45
95.0+
7 2' - 3'
50
95.0+
8 3' - 4'
50
95.0+
9 North 0' - 1'
45
110.3 112.4 98.1
10 1' - 2'
45
95.0+
11 2' - 3'
50
95.0+
12 3'- 4�
50
95.0+
Soil Description:
Brown Sand with
113.0 - I I I I 1
Traces of Shell
W
In Place Moisture:
I I I I
6.0 Percent
G 112.0..�.�—.._ .. J _j _..
Optimum Moisture:
H I I I I I
11.0 Percent
T I I I
1
Max. Dry Density:
P I I I I
111.0 T-
112.4 P.C.F.
@ Test Locations the Density 8
F
Penetrometer Readings Indicate
the��pfion Meets.................
... pIloo
I
j I I I I
M` Ns•E`,p'i��'
R I I I I I I
•.�- '. �
peclj a
I I I I I
109.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Pf R1VA'
Elti ti��rldy@gmail.com
Fax ae'County Building
Department
PR • Q79Q5! / RI
1 1r Nn • Ann / h Jin F. KmIIFr. P.E.: 6S966