HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTC®untyi1,1� AVL
KELLER,SCLL�cjjeCHER & 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 1667 and ASTM D 2922
DATE TESTED May 8, 2018 JOB # : 181582-1 pd/SS/ct
PERMIT # 1802-0164
CONTRACTOR Accurate Pool Plastering Inc.
JOB LOCATION 5602 Eagle Drive
Fort Pierce, Florida
ITEM TESTED • Pool Backfill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE- READ DENSITY PROCTOR VALUE COMPACTION
East
01-1146
107.4
10.8
96.9
2
1' - 2'
44
95.0+
3
2' - 3'
37
95.0+
4
3' - 4'
33
95.0+
5 North
0' - 1'
45 106.0
110.8
95.7
6
1' - 2'
47
95.0+
7
2' - 3'
40
95.0+
8
3' - 4'
36
95.0+
9 West
0' - 1'
41 106.5
110.8
96.1
10
1' - 2'
44
95.0+
11
2' - 3'
41
of95.0+
12
3' - 4'
35
95.0+
Soil Description:
Brown Sand
with Clay
In Place Moisture:
9.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry. Density:
110.8 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
the Degree of Compaction
Meets%MIAIM tnn,Rea u i red.
to Natural Grade.
eb ' ctfully b' I
. ._
N
O
.E'
i !1 r
112.0 1 1 1 1 1 1
W I I I I I I
E
I I I I I I I
G111.0--.._..I_.._.i_.._ _.._i._.._I.._.._
H
T I I I I I I
P 110.0 _..I_.._ _.I._.._ _.. �.._.._
• I I I I I I
C I I I I I
109.0
F I I I I I
I I I I
108.0 �—._..I_.._.l_.._.I._.._I._.._I.._.._
D I I I I I I
R
Y I I I I I I
107.0_..�_.._.�_.._.�._.._1._..-4.._..�
8 9 10 11 12 13 14
Moisture - % of Dry Weight
'tblp gl5 pas@yahoo'com
"ttp�ucie Count Buildin� Department
�MId G. Keller, P. .: 37293 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
05/09/2018 17:14 7725895 19 KSM ENGINEERING, PAGE 01/01
TOP C!IL 1
A%IJAVA
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 REACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mall: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL. COMPACTION DEPORT FAX (772) 589-6469
ASTM D 1567 and ASTM D 2922
DATE TESTED May 8, 2018 JOB # : 181582-1 pd/SS/ct
PERMIT# 1802-0164
CONTRACTOR : Accurate Pool Plastering Inc. RECEIVED
JOB LOCATION 5602 Eagle Drive MAY 10 7018
Fort Pierce, Florida
Permitting Department
St. Lude County
ITEM TESTED : Pool Backfill
TEST LOCATION
DEPTH
a PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
East_
2
1' - 2'
44
„ .
95.0+
3
2' - V
37
go
95.0+
4
3' - 4'
33
it
95.0+
5
North
0' -1'
45
106.0
110.8
95.7
6
1' - 2'
47
95.0+•
7
2' - 3'
40
95.0+
8
T - 4'
36
95.0+
9
West
0' - 1'
41
106.5
110,8
96.1
10
1' - 2'
44
1195
Q+
11
2' - 3'
41
95.0+
12
3' - 4'
35
95.0+•
Soil Description:
Brown Sand
with Clay
In Place Moisture:
9.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
110.8 P.C,F.
@ Test Locations the Density &
Penetrometer Readings Indicate
the Degree of Compaction
McMOMIfli 6tim2equired.
�` e§ otfully
No.
'4 SA ,
��7/rr11��H�•
to Natural Grade.
112.0 1 1 1 1 1 1
w 1 I I I I I
E
I 1 i i i i i
Cy 111.0 r.._..i_..,.-_---—.._,.—.. _..—
N I I I I I I
T
110.0
P ..—......_. _.._.
1 ! _i..-..-
I
109.0
D 108.0
I l I ! I I
R
Y ! I I I I I
e 9 10 11— 12 13 14
Moisture - % of Dry Weight
pasra)yanoo.com
Cau Building Department
Keller, P. .. 37293 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
•f t,y
'
KELLER, SCHLEICHER & MacWILLIANI 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 May 8, 2018 JOB # : 181582-1 pd/SS/ct
PERMIT # 1802-0164
CONTRACTOR Accurate Pool Plastering Inc. RECEIVED
JOB LOCATION 5602 Eagle Drive MAY 1,5 1018
Fort Pierce, Florida
Permitting Department
St. Lucle County
ITEM TESTED ., ..y:_. _ _ ' Pool'Backfill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 East
0' - 1
46 107.4
110.8
96.9
2
1' - 2'
44
95.0+
3
2' - 3'
37
95.0+
4
3' - 4'
33
95.0+
5 North
0' - 1'
45 106.0
110.8
95.7
6
1' - 2'
47
95.0+
7
2' - 3'
40
95.0+
8
3' - 4'
36
95.0+
9 • West
0' - 1'
41 106.5
110.8
96.1
10'
1' - 2'
44
95.0+
11
2' - 3'
41
95.0+
12
3' - 4'
35
95.0+
Soil Description:
Brown Sand 112.0 1 1 1 1 1 1
with Clay W I I I I I I
In Place Moisture: E
I I I I I I I
9.2Percent G 111.0-••—••I—••—•I—••— —••—I•—••—I•.—••—
Optimum Moisture: T I 1 I I I
11.0 Percent/00
1 I I I I I
P 110.0 T .._.i_.._
Max. Dry Density: I I I I I I
110.8P.C.F. CI _ I_ _ I_.._1._.._�._. _�.._. _
109.0 — I I I . I
@ Test Locations the Density & F
Penetrometer Readings Indicate
I I I I
I I_.._.l_.._J._.._l._..J.._.._
the Degree of Compaction D 108.0 -- • • — • •.
MqQW1Qlf'i I 6fn►Required. R I I I I I I
�y' o'§i4 ,n to Natural Grade. Y I I I I I I
ctf01 U •I eM 8 9 10 11 12 13 14
10.
N� Moisture - % of Dry Weight
O • �• IiY
� O
Sirg-A• ��
•'. •:•.•.•1i�lsspas@yahoo.com
t` 'Lucie County Building Department
h,,__ ,I,Rbnald G. Keller, RE.: 37293 Sl Lic. No.: 860 / Julie E. Keller, P.E.: 68366