HomeMy WebLinkAboutKSM REPORTS03/13/2019 14:36 77258960,c°
KSM ENGINEERING
PAGE 01/01
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (T72) $37-7755 PO, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH 845-7445 www.ksmengineering.nst MEL.BOURNE (321) 768-8488
FAX (56845-8876 8876 E-snail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229.90W
c.A : ss93 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
March 12, 2019
JOB # :
191038-1pd/MH/ct
Ml #
190,1_0347� „-
PO #:
Orcutt-9485
CONTRACTOR Louden Pools. RECEWED
JOB LOCATION : 9410 Pine Bark Court
Monte Carlo Country Club MAR 1 3 1019 SCANNED
Ft. Pierce, Florida permitting Department BY
St. Lucie county St Lucie C
ITEM TESTED : Pool Backfill OUnty
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
North
2
3
1' - 2'
S0
"
95.0+
4
2'- 3'
50
11
95.0+
5
East
3' - 4'
0' - 1'
50
S0
109.6
113.3
95.0+
967
6
7
V - 2'
50
95.0+
8
2'- 3'
50
95.0+
9
South
T - 4'
0' -1'
50
50
111.4
113.3
95.0+
98.3
10
11
V - 2'
50
95.0+
12
2'- 3'
50
95.0+
3' - 4'
50
95.0+
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture:
6.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P,C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
the Degree of Compaction Meets
114.0 1 1 1 1 1 1
W I I I I I I
E
I I I I I I
G 113.0
H
T i
F • I I I
I I I I I
D I I I I I I
8 9 10 11 12 13 14
Moisture- % of Dry Weight
✓r,* �'1 t 63; St. Lucie County Building Department
1�1lk�;,•�nald G. Koller, P.E.: 37293 / SI Lio. No.: 860 / Julie E. Keller P.E.: 68366
Tr V 1 L
4% 6'�111AW
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
March 12, 2019
JOB # : 191036-1 pd/MH/ct
PERMIT #
1901-0347
RECEIVEi
PO #: Orcutt-9485
CONTRACTOR
Louden Pools
MAR 1 F.
JOB LOCATION
9410 Pine Bark Court
Permitpor
SCANNED RECEIVED
Monte Carlo Country Club
St Ll
Ft. Pierce, Florida
St. LUCIe CoutltyMR 15 2019
ITEM TESTED Pool Backfill Permitting Department
SL Lucie County
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
North
0 - 1
50
110.8
113.3
97.8
2
T - 2'
50
95.0+
3
2'- 3'
50
95.0+
4
3'- 4'
50
"
95,0+
5
East
0' - 1'
50
109.6
113.3
96.7
6
1'- 2'
50
95.0+
7
2'- 3'
50
95.0+
8
3'- 4'
50
95.0+
9
South
0' - 1'
50
111.4
113.3
98.3
10
1' -.2'
50
95.0+
11
2' - 3'
50
95.0+
12
3' - 4'
50
95.0+
Soil Description:
Brown Sand with
Traces of Shell
In Place Moisture:
6.9 Percent.
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P.C.F.
@ Test Locations the Density &
Penetrometer Readings Indicate
the Degrgg„of Compaction Meets
114.0 1 1 1 1 1 1
W I I I I I I
E
I I I ni�
H I I I
T i
P 112.0
C I
F 111.0
I I I I I I
D I I I I I I
R
Y 110.0—.._.j._..�.._..+.._.1_.._1._..�
8 9 10 11 12 13 14
Moisture - % of Dry Weight
St. Lucie County Building Department
G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366