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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
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED
January 29, 2019 JOB # :
183503-1 pd/SS/cv
RECEIVEC
PERMIT #
1812-0203
MAR 25''`
CONTRACTOR
Horizon Pools Inc.
Permitting
JOB LOCATION
5703 Oleander Avenue
St. Lr
White City -
SCANNED
Fort Pierce, Florida
BY
St LUCie County
ITEM TESTED
Pool Backfill
TEST LOCATION
DEPTH PEN DRY MAX. DRY
PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE
COMPACTION
1 North 0' - 1' 48 103.9 108.1 96. �F_
2 1'-2- 50 95.0+
3 2' - 3' 41 95.0+
4 T - 4' 32 95.0+
5 West 0' - 1' 50+ 105.5 108.1 97.6
6 1' - 2' 47 95.0+
7 2' - 3' 44 95.0+
8 3' - 4' 38 95.0+
9 South 0' - 1' 51 105.8 108.1 97.9
10 1' - 2' 50 95.0+
11 2' - 3' 46 95.0+
12 3'- 4' 36 95.0+
Soil Description:
Brown Sand 109.0 - I I I I 1
with Clay W I I I I I
In Place Moisture: E I I I I I I
11.6 Percent I I I I I I
HOptimum Moisture: 108.0
12.0 Percent T
Max. Dry Density: P107.0
108.1 P.C.F. C
@ Test Locations the Density & F
Penetrometer Readings Indicate
— .•• ••.--- ••.iJIIIII -- .... --..iIlIIIF _--.. .-- jIIIIIII ..--.._
theDe M1gfCompaction Meets
Mini I. i�R
.—..
....---•..•.._-
_ j I I I I I
`� �\''�GEIM •9 � Y I
et I1y=Su Ifted: 105.0 i-••-•1-••-•Y-••-1•-••-P•-•• 1••-••�
9 10 11 12 13 14 15
11 _el ei Moisture - % of Dry Weight
ftUV�,;ie County Building Department
!/III 1 111 %0i nald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
01/31/2019 10:02 7725896- KSM ENGINEERING PAGE 01/01
IV OIL Ar
KELLER, SGHLEICHER & MacWILLIAM ENGINEE
IILE T
MARTIN (772) 337-7755 R O, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBAS7iAN (772) 589-0712
PALM BEACH 845 7a45
FAX (569 845-8876
8876
vwvw.ksmengineering.net
MELBOURNE (321) 768-8486
C.A.: 5693
E-Mail: KSMOKSMENGINEERING.NET
ST. LUCIE (772 229-9093
SOIL COMPACTION REPORT
FAX (772) 589-8469
ASTM D 1557 and ASTM D 2922
DATE TESTED
January 29, 2019
JOB # : 183503-1pd/SS/cv
PERMIT
�1g�� SCANNED
BY
CONTRACTOR
Horizon Pcols Inc. St. Lucie County
REEI
JOB LOCATION
5703 Oleander Avenue
9F
White City
JAN 3 0 2019
Fort Pierce, Florida
ITEM TESTED
Pool Back -fill
Permitting Department
TEST LOCATION
PEN DRY MA
Lucie A FL
OF SAMPLE
DEPTH READ DENSITY PROCTOR VALUE COMPACTION
North
46 1
2
1' - 2'
S0
IT
995.0++&0
3
2' - 3'
41
4
3' - 4'
32
95,0+
5 West
0' - 1'
50+ 105.5
106.1
97.6
6
7
1' - 2'
47
85.0+
2-3
44
95.0+
8
3'-4'
38
95.0+
9 South
0' - 1'
61 105.8
108.1
97.9
10
1' - 2'
50
"
85.0+
11
2'- 3'
46
95.0+
12
3' - 4'
38
95.0+
Soil Description:
Brown Sand
with Clay
In Place Moisture:
11.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.1 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
than iej 09p9paction Meets
109.0 -
W
E I
G 108.0
T
I �
P I
107.0 ••—.1_
C
I I
I I
I I
I
I
i I I I
I I 1 I
1 t I I I
• 1 I I I I
105.0..._......--�--.._i._..—;...�..y.._...�
9 10 11 12 13 14 15
Moisture - io of pry Weight
Vt.. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
i /®l2 — (�03
�f�aWa NTE�ING, INC. �
KELLER, SCHLEICHER & MacWILLIAM ENGINEER
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 SC MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ANNED ST. LUCIE (772) 229-9093
C.A.: 5693 BY FAX (772) 589-6469
SOIL COMPACTION
IASTM D 2922 Lucie County
ASTM D1657 and
DATE TESTED January 29, 2019 JOB # : 183503-1 pd/SS/cv
PERMIT # 1812-0203
RECEIVED
CONTRACTOR Horizon Pools Inc.
FF'^Q7019
JOB LOCATION 5703 Oleander Avenue Pem,:; ,,;y
White City s; title r, drtMent
Fort Pierce, Florida - - "°ty
ITEM TESTED Pool Backfill
TEST LOCATION DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1 North 01-11
48
103.9
108.1
96.
2 1' - 2'
50
95.0+
3 2'-3-
41
95.0+
4 3'- 4'
32
95.0+
5 West 0' - 1'
50+
105.5
108.1
97.6
6 1' - 2'
47
95.0+
7 2'-3-
44
"
95.0+
8 3' - 4'
38
95.0+
9 South 0' - 1'
51
105.8
108.1
97.9
10 V - 2'
50
95.0+
11 2' - 3'
46
95.0+
12 T - 4'
36
95.0+
Soil Description:
Brown Sand
109.0
with Clay
W
In Place Moisture:
E
11.6 Percent
I I
G 108.0 t.._.i_.._.i_.
I I
I I
.._�._..
Optimum Moisture:
I
j.
�.._.._
12.0 Percent
T
I I
I I
Max. Dry Density:
p
'
I I I
I
1.._.._
108.1 P.C.F.
107.0 .._.1_..
C r
.l_.._I._.._I..
I I I
..
I I
@ TeSt Locations the Density &
F l
I I I
I I
Penetrometer Readings Indicate
j
I I
I I
thgUebop� actionMeefs
106.0 T .._.1_.._.F_.._I._.._I.._..
D
I I I
.._.._
I I
vR F N �.
R I
y
I I I
I
'tted
105.0.._.;_.._.�_.._;._.._;.._..�.._..�
9
10 11 12
13 14 15
Moisture - % of Dry Weight
St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366