HomeMy WebLinkAboutKSM REPORTS04/3e/2019 11:01 7725896,r
KSM ENGINEERING.- PAGE 02/03
KELLER, SCHLEICHER & MaoWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7756 F? O, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH 845 74d5 W wvksmengineering.net MELBOURNE (321) 768-8488
FAX (56845-8876 8676 E-Mall: KSMOKSMENGINEEF 1NG.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 :
April 29, 2019
JOB # :
191679-1pd/CH/cv
PERMIT #
1902-0248
PO #:
Hinkle-9
I
QEtE
CONTRACTOR
Louden Pools
1519
APR 3
JOB LOCATION :
245 Bimini Drive
rt
Fort Pierce, Florida
ee
s�lontyucc
SCANNED
BY
ITEM TESTED
Pool Backfill
St. Lucie County
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
2
1'- 2'
46
95.0+
3
2' - 3'
46
95.0+
4
3' - 4'
50
95.0+
5 North
0' - 1'
45
108.0
112.4
96.1
6
1' - 2'
48
95.0+
7
2'- 3'
50
95.0+
8
3' - 4'
51
95.0+
9 S.E.
0' - 1'
47
108.3
112.4
96.4
10
1' - 2'
48
95.0+
11
2' - 3'
53
95.0+
12
3' - 4
55
95.0+
Soil Description:
Brown Sand with
Some Shell
In Place Moisture:
4.0 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.4 P-C.F,
@ Test Locations the Density &
Penetrometer Readings Indicate
thgtD�FUFbfi�ompaction Meets
E
113.0 1 1 1 1 1 1
W I I I I I I
E
I I I I I
G 112.0 1_..�.j — �. �.. .�— —I•— —
H I I I I I
T i
P 111.0
C i
F110.0
i i i I
I I I I I I
0 1 i I 1 I I
R
y
8 9 10 11 12 13 14
Moisture - % of Dry Weight
,t--Lucie County Building Department
j t f,11k'Aonald G. Keller, P.E.: 37293 / SI Lic. No : 860 / Julie E. Keller P E: 6836E
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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1657 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
April 29, 2019
1902-0246
Louden Pools
246 Bimini Drive
Fort Pierce, Florida
JOB# : 191679-1pd/CH/cv
PO #: Hinkle-9489
RECEIVED
MAY 0 9 2019
SCANNED
Permitting Department BY
St. Lucie County
St. Lucie County
ITEM TESTED : Pool Backfill
TEST LOCATION DEPTH
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR
VALUE
COMPACTION
1 N. 0 - 1
44
107.9
112.4
96.0
2 1'- 2'
46
95.0+
3 2' - 3'
46
95.0+
4 3' - 4'
50
95.0+
5 North 0' - 1'
45
108.0
112.4
96.1
6 1'- 2'
48
95.0+
7 2'- 3'
50
95.0+
8 3'-4-
51
95.0+
9 S.E. 0' - 1'
47
108.3
112.4
96.4
10 T - 2'
48
95.0+
11 2' - 3'
53
95.0+
12 3' - 4'
55
95.0+
Soil Description:
Brown Sand with
113.01
I I I
I 1
Some Shell
`/'/
I
In Place Moisture:
E
I
I I I
I I
4.0 Percent
I
I I
I I
G
112.0 J_.._.l._...-l..
..4-..
..l_.._I._.._
Optimum Moisture:
H
I
I I
I I
11.0 Percent
T
I
I I I
I
Max. Dry Density:
P
111.0 .._
I•_ ,_I.._.. I ,._.I
I I I
_I,_. _
I I
112.4 P.C.F.
C
I
I I
I I
@ Test Locations the Density &
F
I I I
I
Penetrometer Readings Indicate
1100
"-T T'
1— —I'—'—
t%DQ I-W(Ag�ompaction Meets
I
I I I
I I
i�
��
ENS
R
itte&
8
9 10 11
12 13 14
l;
Moisture - % of Dry
Weight
�'o .•
t% ucie County Building Department
'17/08l
r Al1%0�3onald G. Keller, P.E.: 37293 / SI
Lic.
No.: 860 /
Julie E. Keller, P.E.: 68366