HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTTWO C! W 9
KELLER, SCHLEICHER & MacWILILIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377,I 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 FAX (772) 589-6469
SOIL COI PACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED October 5, 2018 JOB # : 183481-1pd/SH/jt
PERMIT # 1i8Q5=062$ SCANNED
ED
CONTRACTOR Odom Custom Pools !St LUde,COD* RECEIVED
JOB LOCATION 11710 Orange Avenue f i i 1 1 2018
Fort Pierce, Florida
ST. Lucia Qeu_nty, Permitting
ITEM TESTED Poo! Backfill
TEST LOCATION DEPTH * PEN I DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
West 01-1137 105.8 110.3 95.9
2 1' - 2' 38 95.0+
3 2' - 3' 40 1195.0+
4 3' - 4' 41 It95.0+
5 South 0' - 1' 38 106.6 110.3 96.6
6 V - 2' 38 95.0+
7 2' - 3' 40 1195.0+
8 3' - 4' 40 95.0+
9 East 0' - 1' 37 106.8 110.3 96.8
10 1' - 2' 37 95.0+
11 2' - 3' 39 95.0+
12 3' - 4' 41 95.0+
Soil Description: 111.0 I I I I 1
Brown Sand W I I I I I I
E
In Place Moisture: I I I I I
G 110.0
10.6 Percent H
T I I I I I I
Optimum Moisture: I I I I
12.0 Percent P 109.0 1
I I I I I I I
Max. Dry Density: C I I I I I I
110.3 P.C.F. F I I I I I I I
e11ar1�4qr�108.0@Tg4i cr�St4e Density & DIndicate
� I t•I _.._.
'fit' Meets R I inI I I I I
Mi um d Y 107.0 �- _.. .._..�_.._..�_.._.j_.._.�_.._.,
No.
��� a 9 10 11 12 13 14 15
* Pbn. Readings Takan to3latural Grade.
Moisture - % of Dry Weight
e l a I
� ' ea
_FILECopy.
reside- ='!
all odour@odomcustompools.com I
Fax and Mail to: St. Lucie County Building Departme it
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E: Keller, P.E.: 68366
10/08/2018 13:19 7725896469 I KSM ENGINEERING PAGE 01/01
St Luc eft* "laA L
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOA( 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 689-0712
PALM BEACH (561) 845-7445 www.k6mengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail. KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5683 I FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM b 1557 and ASTM D 2922
DATE TESTED . October 5, 2018
,JOB # :183481-lpd/SH/it
PERMIT # : 1805-0628
RECEIVED
CONTRACTOR Odom Custom Fools ocr 0,6 70l®
.106 LOCATION Fort P Orange rids i LE COPY 'erml ttn
Fort Pierce, Florida I St W 9e �e�a"'en.
ITEM TESTED :
Pool Backfill
TEST LOCATION
* PEN
I DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
D�NSITY
PROCTOR VALUE
COMPACTION
est
2
1' - 2'
38
5•
95.0+
3
2' - 3'
40
95.0+
4
3' - 4'
41
95.0+
5 South
0' -1'
38
06.6
110.3
96.6
6
1 1 - 2'
38.
95.0+
7
2' - 3'
40
95.0+
8
3' - 4'
40
"
96.0+
9 East
0' - 1'
37
106.6
110.3
96.8
10
1' - 2'
37
95.0+
11
2' - 3'
39
95.0+
12
3' - W
41
95.0+
Soil Description:
Brown Sand
in Place Moisture:
10.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.3 P.C.F.
a@ T#Ath ooai&CA0ion
the Density &
4. Indicate
N� Meets
m Regcuifadlp
10
ti i _ �Q�I.if1
de.
111101
W II
E
G
H
T
I i
P
109.0 .......
C
F I I l I I l
108.0
p
R I I I I I I
Y 107.0
9 10 11 12 13 14 15
Moisture - % o1 Dry Weight
.com
Fax and Mail to: St. Lucie County Building Departmer
Ronald G. Keller, P E.: 372931 SI tic. No.:
.Julie E. Keller, P.E.: 68366
I
IV OIL 9
Fv
KELLER, SCHLEICHER & MacWl L LIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN' FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445w r'ksmengineering.net
MELBOURNE (321) 768-8488
FAX (561) 845-8876 ST. LUCIE (772) 229-9093
C.A.: 5693 E-Mail: KSM@KSMENGINEERING.NET FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
October 5, 2018
1805-0628
Odom Custom
JOB # : 183481-1pd/SH/jt
RECEIVED
JOB LOCATION 11710 Orange Avene OCT 112018
Fort Pierce, Florida
Permitting Department
ITEM TESTED Pool Backfill St. Lucie County, FL
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
2
3
4
5 South
6
7
8
9 East
10
11
12
Soil Description:
Brown Sand
In Place Moisture:
10.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.3 P.C.F.
V - 1
J/
1' - 2'
38
2' - 3'
40
3' - 4'
41
0' - 1'
38
1' - 2'
38
2' - 3'
40
3' - 4'
40
0' - 1'
37
1'-2'
37
2' - 3'
39
3' - 4'
FILE
41I
a�►+T@stl0oDQjgns the Density &
®�n1*rjAzF;lings Indicate
. jvg�;.�9n° gction Meets
mum Requited
0.68366
fen. Readings 'Fakes to Natural Grade.
�es I - u
yi�yn#� .
E
I
G
H
T
P
C
F
D
R
Y
105.8 110.3 95.9
if 95.0+
it 95.0+
if 95.0+
106.6 110.3 96.6
95.0+
95.0+
95.0+
106.8 110.3 96.8
if 95.0+.
" 95.0+
Qopy
11 95.0+
1 I I I I I
I I I I I I
I I I I I
110.0—
I I I I I I
I I I I
109.0
I I I I I I
I I I I I I
I I I I I I
108.0 _..r.._..j_.._.�_.._.j_.._ _.._.
I I I I I I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
ELmafif-1(6. jodom@odomcustompools.com
Fax and Mail to: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
/ Julie E. Keller, P.E.: 68366