HomeMy WebLinkAboutKSM REPORT02/27/2019 09:30
I
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77258964
KSM ENGINEERING
PAGE 02/02
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (779) 337.7766 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www,ksmengineoding.net MELBOURNE (321) 768-8488
FAx (56645-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
c.A : 6s93 . SOIL COMPACTION REPORT FAX (772) 589.6469
ASTM D 1657 and ASTM D 2922
DATE -TESTED February 25, 2019 JOB # : 190771-1 pd/MH1cv
PERMIT#
CONTRACTOR
JOB LOCATION
1812-0276
JM Custom PoolF LE CO PV
6445 Citrus Avenue
Fort Pierce, Florida
SCANNED
BY
St. Lucie County
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
. DENSITY
PROCTOR VALUE
COMPACTION
North
1
2
1' - 2'
40
95.0+
3
2' - 3'
60
95.0+
4
3' - 4'
60
95.0+
5 East
0' -1.
40
108.9
110.0
99.0
6
11-7
45
95.0+
7
2' - 3'
50
95.0+
6
3'- 4'
50
95.0+
9 South
0' - 1'
45
110.3
110.0
100.3
10
1' - 2'
50
95.0+
11
2' - 3'
S0
95.0+
12
3'- 4'
50
95.0+
Soil Description:
Brown Sand with
111.0
Traces of Clay
W
I I I 1 I I
In Place Moisture:
E
I I
6.8 Percent
I
G
I ! I I
I
110.0
Optimum Moisture:
H
1 I I I I
12.0 Percent
T
1 I I I I I
Max. Dry Density:
110.0 P.C.F.
C109.0
@ Test Locations the Density &
p
I 1 I I I
I -
Pe, aneter Readings Indicate
j._.._)..-..
N eRt F� padonMeets
1o8.0-._.�_.._.j_.. . _.._
d.
R
.y
v
1 1 I I I I
107.0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
@bellsouth.net
syp tgAah to: St. Lucie County Building Department
Ronald G. Keller, P.E-- 37293 / SI Lio. No.:
860 / Julie E. Keller, P.E.: 68366
02/27/2019 09:31 77258964F4. KSM ENGINEERING PAGE 02/02
TdFC1 t
AN LUVIL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 837-7785 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 569-0712
PALM BEACH (561) M-7445 tv" ksmengineering.net MELBOURNE (321) 768-5463
FAX (561) 845-6876 E-Mail: KSM@K5MENGINEERING-NET S7 LUCIE (772) 229-9093
O.A- $893 SOIL COMPACTION REPORT FAX (772) 689 6469
ASTM D 1557 and ASTM D 2922
DATE.TESTED February 25, 2019 JOB # : 190771-lpd/MH/cv
PERMIT# 1812-0276
CONTRACTOR JM Custom Pools
JOB LOCATION 6446 Citrus Avenue
Fort Pierce, Florida
ITEM TESTED
Pool Backfill - Re -Test
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
North
-
40
106.2
2
1' - 2'
40
95-0+
3
2' - &
50
95.0+
4
3' - 4'
50
95.0+
5 East
0' -1'
40
108.9
110.0
99.0
6
1' - 2'
45
95.0+
7
2' - 3'
50
95.0+
8
T - 4'
50
95.0+
9 South
0' -1'
45
110.3
110.0
100.3
10
1' - 2'
S0
95.0+
11
2' - 3'
50
95.0+
12
3' - 4'
S0
95.0+
Soil Description:
Brown Sand with
Traces of Clay
In Place Moisture:
6.8 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.0 P.C.F.
@ Test Locations the Density &
PeIrglrleter Readings Indicate
ll ie4 WOd romoaction Meets
111.0 - I 1 I I I
W I I t I I I
E
I I I I I I I
N 110.0
I I I
P I -
109.0 T —.J_..
C I I I I I
I I I I I
F
0 1 I I I I
R
y107.0
I I I I I I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366