HomeMy WebLinkAboutKSM REPORTA1BiIjAvL
I
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 I SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
February 19, 2019
PERMIT #
1
1811-0057
CONTRI CTOR
Louden Pools
JOB LOCATION
3148 S. Brocksmith Road
Fort Pierce, Florida
ITEM TESTED
Pool Backfill
JOB # : 190704-1 pd/SS/jt
PO # : Macias - 9454
s�
RECEI V*Q
00,
LIAR 1.� 1019
min'ing
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF! SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
I
Eastj 0 - 1 50 .108.4 10.0 98.5
2 1' - 2' 46 95.0+
3 2' - 3' 34 to95.0+
4 3' - 4' 30 To95.0+
5 North 0' - 1' 52 109.8 110.0 99.8
6 1' - 2' 50 95.0+
7 2' - 3' 40 go95.0+
8 I 3' - 4' 32 go95.0+
9 West 0' - 1' 50+ 106.6 110.0 96.9
10 1' - 2' 48 95.0+
11 2' - 3' 37 so95.0+
12 3' - 4' 37 95.0+
Soil Description:
Tan Sand with Clay 111.0 I I I I I
W
In Place Moisture: E
10.2 Percent I I I I I I I
G 110.0 }—.._.l._..�.._ _..I_.._I._.._
Optimum Moisture: H
12.0 Percent T
Max. Dry (Density: P 109.0—
i
110.0 P.C.F. I
@ Tq�t�Lc IW-.n,a44e Density 8 F�Indicate 108.0
1TI e "FW -5ctf i Meets
%M Re �d.: D
o No.,6 R
A
. `ectf ySub ittI 107.0 4—
—•,•_..�.._...r.._ .,_.._,._..�
•O : 9 10 11 12 13 14 15
Moisture - /o of Dry Weight
Pr idpONA���;c
Fax t-1063
Fax and mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
02/20/2019 17:53 772589646 KSM ENGINEERING PAGE 01/01
im. IllaIL a
KELLEIR, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN r 172) 337-7-155 P.O. BOX 78-1377, SEBASTIAN, FL 39-978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 7684488
FAX (561) W-8576 E-Mail: KSM@KSMENGINEERING-NET ST. LUCIE (772) 229-9093
G.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED ; February 19, 2019 JOB # : 190704.1 pd/SSljt
PERMIT # 1611-0057 PO # :Macias - 9454
I
CONTRACTOR _ Louden Pools
JOB LOCATION 3148 S. Brocksmith Road
Fort Pierce, Florida
ITEM TESTED ; Pool E
LOCATION DEPTH PEN DRY MAX. DRY PERCENT
SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
50
2
I
17-2'
46
2' - 3'
34
4
3'-4'
30
5 North
0' - 1'
52
13
1' - 2'
50
7
2'-3'
40
g
3' - 4'
32
9 West
0' - 1'
50+
10
1' - 2'
48
11
'
2' - 3'
37
12
,
31-4'
37
Soil Description:
Tan Sand with Clay
In Place Moisture;
10.2 Percent
Optimum Moisture;
12.0 Percent
Max. Dry Density;
110.0 P.C.F.
@ Test Lqpralli mV4k i4Qensity &
Penetr ` v.F1fAdi(pc ''_hldicate
the M> 4 + +�Gh�f�Meet:
Midi Inquired. •.
u Sub itte .
Y �
t
�'�-- 110.0
yo•c
95.0+
95.0+
96-0+
109.8 110.0
99.8
95.0+
95.0+
95.0+
106.6 110.0
96.9
u
or, n,;.
111.0 I I ! I FEB 2 2 2019
W i j ! Pdrmiding Department
( ! ! I fit. Ldde County, FL
G 110.0
H
T I I I 1
I I I I
P 109.0
. I I
C
F I 1 I I
108.0+.._..j_.._ —.._
j 1 I I I I
a
R I I I I 1
Y 107.0-..—.._.
9 10 11 12 13 14 15
Moisture - % of dry Weight
Fax land mail to: St. Lucie County Building Department
Ronald G. Keller, PE.: 37293 / Sl tic. NO.: 800 / Julie E. Keller, P.E.: 68366