HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTtl Ilk t
.LVL
KELLER, SCHLEICHER & MacWILLI iAM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-7755 PO. 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 OIST. LU
C.A.: 5693 LIMA;ANwNFAX (772) 589-6469
ASTM D 1567 and ASTM D 2922
DATE TESTED July 19, 2018 I JOB # : 182408-lpd/MH/ct
PERMIT # SLC1804-0090
i
CONTRACTOR Artistic Pools Inc. 1 SIGN EV)
JOB LOCATION Boller Residence �t�ro q��a�y
5908 Yucca Drive
Ft. Pierce, Florida
ITEM TESTED : Pool Backfill
TEST LOCATION
OF SAMPLE
DEPTH
* PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
East
-
2
1' - 2'
50
It95.0+
3
2' - 3'
50
95.0+
4
3' - 4'
50
95.0+
5 N.W.
0' - 1'
40
109.3
113.0
96.7
6
1' - 2'
50
95.0+
7
2' - 3'
50
"
95.0+
8
3' - 4'
50
95.0+
9 S.W.
0' -1'
35
108.4
113.0
95.9
10
1' - 2'
40
95.0+
11
2' - 3'
.50
95.0+
12
3' - 4'
; 50
95.0+
Soil Description: 114.0 I I I I I
Brown Sand with W I I I I I I
Shell Fragments E
In Place Moisture: l I I I I I
5.9Percent ,G 113.0 •I—••—••I—••_..I_.._ _.t_.._.j_.._.
H I I I I I I
T
Optimum Moisture: I I I I
11.0 Percent P
112.0
Max. Dry Density: C I I I I I I
113.0 P.C.F. I I I I I
F I I I I
@ Test Locations the Density & 111.0
Penetrometer Readings Indicate D I I I I I I
the Degree of Compaction Meets R I I I I I I
MiqkwosiWguired Y10.0
K n to Natural Grade. 8 9 10 11 12 13 14
„h Moisture - % of Dry Weight
• No.
A e
O �
M , �
o� • COI'
it tip• ocpoolsinc.com
nd•AAaILW., . Lucie County Building Department
►01 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
07/20/2018 15:55 7725896� K5M ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN ACC 561) 845 5 pO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-744� www.k'smengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E ol�Smmum8 & S1 LU AIX (772) 569-6469
C.A.: 5693 L �.VMF'A �iN REFS
ASTM D 1567 and ASTM D 2922
DATE TESTED : July 19, 2018 JOB# : 182408-1pd/MH/et
PERMIT #
CONTRACTOR
J013 LOCATION :
SLC 1804-0090
Artistic Pools Inc.
Boller Residence
5908 Yucca Drive
Ft, Pierce, Florida
" CAB p
J(/t. 2 0 2g,8
PeStrMjt,,,
� e 9CPartm t
my
ITEM TESTED Pool Backfill
TEST LOCATION
DEPTH
* PE N
DRY MAX. DRY
PERCENT
OF SAMPLE
REgD
DENSITY PROCTOR VALUE
COMPACTION
East -
4
1111,13 113.0
2 1' - 2'
50
95.0+
3 2' - 3'
4
50
95.0+
3' " 4'
60
95.0+
5 N.W. 0;-1'
40
109.3 113.0
96.7
6 1' -•2'
7
S0
95.0+
2' - 3'
8
50
95.0+
3' - 4'
9 S.W. 0' - 1'
S0
• 35
"
108.4 113.0
95.0+
95.9
10 11-2,
40
95.0+
11 2' - 3'
12 3' - 4'
50
I50
95.0+
95.0+
Soil Description:
114.01 I I
Brown Sand with
W
I
I 1
Shell Fragments
E
,
In Place Moisture:
I
I I I I
j I
5.9Percent
w
113,0
Optimum Moisture-
T
I I I f
I 1
11 - 0 Percent
P
112.0
Max. Dry Density:
113.0 P.C.F.
F
I I I
I I
Test Locations the
111.0
Penetrometer Readings Indicate
I ( I l
I
the Degree of Compaction Meets i
p
R
I 1 I I
I
I I
Minims ,aired
oc,�e.
Y
'
110.0 ......
�0evaa
n to Natural Grade.
8 9 10 11
12 13 14.
�,4�
1.4 eT�` i
Moisture - % of Dry Weight
N� r
'' l • ti$" oolsinc.com
aMWI F ' Crtucie County Building
Department
9*�+l'o., 6e• "'O'k-gonald G. Keller, P.E. 3729.3
I
/ SI Lic. No.;
860 1 Julie 6, Kellar, RF.; 68366
mew
A% AVA
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 ' ' ' MELBOURNE 321 768-8488
wKwwviks}x�meMngEin�ee��rNNin��gEE.net ( )
FAX (561) 845-8876 E 5�i1M CRMVACTION RPWR ST. LUCIE (772) 589-6469
772) 229-9093
C.A.: 5693 FAX
ASTM D 1557 and ASTM D 2922
DATE TESTED July 19, 2018 JOB # : 182408-1pd/MH/ct
PERMIT # SLC1804-0090��� .
BuMMUad
CONTRACTOR Artistic Pools Inc. i
JOB LOCATION Boller Residence
5908 Yucca Drive
Ft. Pierce, Florida
ITEM TESTED Pool Backfill
TEST LOCATION
DEPTH
* PENI
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1 East
0' -
45
111.6
13.0
98.8
2
1' - 2'
50
95.0+
3
2' - 3'
50
if95.0+
4
3' - 4'
50
it95.0+
5 N.W.
0' - 1'
40
109.3
113.0
96.7
6
1' - 2'
50
95.0+
7
2' - 3'
50
95.0+
8
3' - 4'
50
95.0+
9 S.W.
0' - 1'
35 i
108.4
113.0
95.9
10
1' - 2'
40 '
95.0+
11
2' - 3'
50,
95.0+
12
3' - 4'
50
95.0+
Soil Description:
114.0 I I I I I
Brown Sand with
W
Shell Fragments
E
I I I I I I
I
In Place Moisture:
I
I I I I I
5.9 Percent
c
113.0 4—••—••I—••—:.I—••——•)—••—.I—..—.
H
Optimum Moisture:
T
I I I I I I
I I I I
11.0 Percent
P
I
112.0
Max. Dry Density:
c
I I I I I I
113.0 P.C.F.
F
I I I I I I
@ Test Locations the Density &
111.0
Penetrometer Readings Indicate
D
I I I I I I
the Degree of Compaction Meets
R
I I I I I I
Minimum Required
Y
j
* Pe i.\1 ei ft °Cc�e� to Natural Grade.
8 9 10 11 12 13 14
Moisture - % of Dry Weight
10
10
w ° a
s
J e ell =
O • •� O
Joe rtis{�. &Isinc.com
d Ot . ° �,�up%e County Building Department
.f ••a.�°°�°�� Ab
a
ca, &ICG. Keller, P.E.: 37293 / SI
Bi4.n...a�63�
Lic. No.:
860 / Julie E. Keller, RE.: 68366