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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 1557 and ASTM D 2922
DATE TESTED
January 30, 2019
JOB # : 190442-1pd/SS/jt
PERMIT #
1811-0479
PO # Murphy
CONTRACTOR
Crystal Pools
RECEIVED
JOB LOCATION
7003 Plumosa Lane
SCANNER FEB 0 8 7019
Fort Pierce, Florida
By Permitting Department
St Lucie Count. Lucie county
ITEM TESTED
Pool Backfill
TEST LOCATION
DEPTH PEN
DRY MAK DRY PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1 North
0' - 1'
39 103.1
106.6
96.7
2
1'- 2'
44
95.0+
3
2'- 3'
33
95.0+
4
3'- 4'
28
95.0+
5 West
0' - 1'
42 105.0
106.6
98.5
6
T - 2'
43
95.0+
7
2'- 3'
36
95.0+
8
3'- 4'
26
95.0+
9 South
0' - 1'
40 104.3
106.6
97.8
10
1'- 2'
43
95.0+
11
2'- 3'
29
95.0+
12
3- 4'
27
95.0+
Soil Description:
Brown Sand
In Place Moisture:
10.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
OF
W
E
I
G
H
T
P
C
F
D
R
Y
108.0
I I I
107.0
I I I
I I I
106.0--.._.(._...�. ..�...._. _.._I._.._
I I I I I
i I I I I I
105.0 -t—.._.i _. 7._..T.._..I_.. i._.._
I I I I I
104.0
I I I I
I I I I I
I I I I I I
103.0.-..—._.._�._..�
9 10 11 12 13 14 15
Moisture - % of Dry Weight
772-770-5961; St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
RECEIVED 01/31/2019 11.—AAM
01/31/2019 12:46 7725696469 KSM ENGINEERING PAGE 01/01
KELLER, SCHL.EICHER & MaeWILLIAM ENGINEERING ANDETTE&STING,6 INC.�
MARTIN (972) 331.7755 P.O. BOX 78-1377, SEBIASTIAN, FL 32978-1377 MELBOURNE (321) 788-8488
PALM BEACH (W) 845-7445 www.ksmengineering.net ST. LUCIE (772) 229.9Q93
.N FAX (581) 845-8879 E-Maik KSMOKSMENGINEERINGEf FAX ( 589.8489
C.A.: OM SOIL COMPACTION REPORT
ASTM D 1557 and ASTM 0 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
January 30, 2019
1811-0479
Crystal Pools
7003 Plumosa Lane
Fort Pierce, FlQ ds
JOB# : 190442-1pd/SSljt
PO # : Murphy
ITEM TESTED Pool Backfi)t
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 Norm U - I aw IUQ, I _..
2 1`-2' 44 9&0+
3 2' - 3' 33 95.0+
4 3' - 4' 28 95D+
5 West 0' - 1' 42 105.0 106.6 98.5
6 1' - 2' 43 " 95.0+
7 2' 3' 36 95.0+
6 3'- 4' 26 95.0+
9 South 01- 1' 40 104.3 106.6 97.8
10 1' . 2' 43 95.0+
11 2'- 3' 29 95.0+
12 3' - d' 27 xr95.0+
Soil Description
Brown Send 108.0 _r I I I I
W I I I I
In Piece Moisture: 6
10.7Percent 1070�—
I I I
Optimum
sMr�or
�is„tu„rMe,{!+t„fey H
12.0Percent TC 108QL}IIIt -_/--�4
Max. Dry Density: p
108.6 P.C.F ...}!Ii_..II�105.0
( IY & F I
...
.._
t I
4he-40fignse tIIIon Veets
N{inilutlkR D
�F .. Y 1t7Q.0 ._...�.}_.._j..,_.-4-.._..j_..
RT ® 14 11 12 13 14 15
` i A'
_a"` �. Moisture - %ot Dry Weight
to! 772-77(-I 1; St. Lucie County Building Department
Ronatei G. Kotler. P.E.: 37M / SI Lio, No.:8B0 / J06 E. Mier, RE.: 08366
01/31/2019 12:46 7725896469 KSM ENGINEERING PAGE 01/02
KSM
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SESASTIAN (772) 589-0712
PALM BEACH (561) 645-7445 wwwAsmengineering•net MELBOURNE (321) 768-8488
FAX (561) $45-8876 E-Mail: KSMAKSMENGINFERING.NET ST. LUCIE (772) 229.9098
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
TFRTFn
January 30, 2019
1811-0479
Crystal Pools
7003 Plumosa Lane
Fort Pierce, Florida
Pnnl Rnnkfill
JOB# : 190442-1pd/SS/jjt
PO # : Murphy
jj `Alu110 D aizin j "3S
4uaw4Jeda(7 6ui401uJJad
610? 1 - 833
TEST LOCATION DEPTH PEN DRY MAX. DFtY---------PERG€NT- -_
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 North
0' - 1'
1
106.6
96.7
2
1'- 2'
44
95.0+
3
2'- 3'
33
95-0+
4
F 4'
28
95.0+
5 West
0' . 1'
42 105.0
106.E
98.5
6
T - 2'
43
95.0+
7
2'- 3'
36
95.0+
8
3'- 4'
26
95.0+
9 South
0' - 1'
40 104.3
106.6
97.8
10
1'- 2'
43
"
95-0+
11
2'- 3'
29
95.0+
12
3'-4'
27
9&0+
Soil Description:
Brown Sand
In Place Moisture;
10.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
106.6 l ...,,,,
eTATE OF
108.0 � I I I I I
W I I I I
E
107.0
H I I I I
T L..�.
P I I I I
I I I I I I
& ! I I
to 104.0 —.._!.._.. - .._... �__1.---
ets I I I I I
D
R
y 103.0 .-.._..j.._,._j.�..�
8 10 11 12 13 14 15
Moisture - % of Dry Weight
772-770-5961; St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 660 / Julie E. Keller. P.E.: 66366
RECEIVED 01/31/? " 11:25AM
01/31/2019 12:46 7725._ .,469 KSM ENGINEERING PAGE 01/01
ICSVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MA1xrIN T72) 337-7755 P.O. BOX 78-1377, SEBAS7IAN, FL 32978-1377 M IEBAB' NF (321) 589-o712
PALM BEACH (567) 845-T445 www.ksmen®inetwing.neE ST, Lucie (772) 228.9093
FAX (501) 845-6876 E-mail: KSMF)KSMENGINFEi1NG,NET FAX (719) 589-609
C.A,:5693 SOIL COMPACTION KEPORT
ASTM D 1657 and ASTM D 2922
PATE TESTED Januaty 30, 2019
JOB# : 190442-1pd/SSlt
PERMIT# 1811-D479 P urphy
RECEIVED
CONTRACTOR Crystal Pools
JOB LOCATION 7003 Plumosa Lane JAN 31 2.019
Fort Pierce, Florida permitting
5T. Lucia Ceunty,
ITEM TESTED
Pool BackSn
TEST LOCATION
DEPTH
PEN
DRY MAX. DRY PERCENT
DEN5ITY PROCTOR VALUE COMPACTION
OF SAMPLE
READ
7
2 ort
1
1' - 2'
14
95.0+
3
2' - 3'
33
95 0+
4
5 West
3' - 4'
0' - 1'
28
42
105.0
106.6
98.6
95.0+
6
p _ 2'
43
95.0+
7
2' . 3'
36
95,0+
9 South
3 - 4
0' - 1'
26
40
104.3
106,6
97.5
95.0+
10
1' - 2'
43
95.0+
11
2' ,. 3'
29
95.0+
12
3'-N
27
Soil Description:
Brawn Sand
w
4
j 1
I I I
In Place Moisture:
e
I
l_..!.._..!
..—•�—• --!•— _
107 Percent
I
107.0 �-•..--..
I
I I
I I
Q
Optimum Moisture:
N
I
I
1 I I
12.0Percent._j.—..—
I
I I I
Max. Dry Density:
v
I
I
I I
I I I
106.6P.C�Fr.,�.y�
C
105.0i .._.1—.
�.._..T.._.1_.. j._--
�`����
Slti
F
Ijai
Meets
1040 �
—i— �•—
j 1 I
�p
jAeZWree ofa �d
a%jon
0
j
i
I I I
1Aini� u1tkR
!
R
AT OF
Y
9
10 11
12 13 14 15
.'
Moisture
- %ofDryV igM
Fax to: 772-770-6981: St. Lucie Gaunty Building Department PE.683813
Ronald o. Keller, P.6.; 87293! si Lic, No.: aso I Juva e. Kelle,