HomeMy WebLinkAboutKSM REPORT04/10/2019 16:00 772569649.
KSM ENGINEERING -
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KELLER, S.CHLEICHER & MacWILLIAM ENGINEERING AND TESTING,-INC. -
MARTIN _(772) 337-775S RO: BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-W76 • E-Mail: KSM®KSMENGINEERING.NET ST. LUCIL V72) 229-9093
C.A.:5693 FAX(772 589.6469
S8ANNED
SOIL COMPACTION REPORT BY
ASTM D 1557 and ASTM D 2922 St. Lucie County
DATE TESTED April 9, 2019
PERMIT# 1901-D583
CONTRACTOR Wynne Development
JOB LOCATION 36 Calle De Lagos
Spanish Lakes Country Club Village
Fort Pierce, Florida
KSM JOB # : 191407-1 d/SS/ct
mce eo
OR 101019
Pe�i�LU 1e Co'nmer'
ITEM TESTED. Compacted Foundation Fill
TEST LOCATION' DEPTH PEN DRY MAX, DRY PERCENT
OF SAMPLE READ DENSITY . PROCTOR VALUE COMPACTION
1.
N.E_
0" -12" 50+ 106.8 110.6
96.0
2.
N.W.
„ „ 107.5
97.2
3.
Center
108.1
97.7
4.
S.E.
„ 108.9
98.5
5.
S.W.
110.2
99.6
Soil Description:
Light Brown Sand
112.0 I I I 1 1
with Some Clay
w
In Place Moisture:
E
8.4 Percent
�
111,0 i ••—•�— I I t I
Optimum Moisture:
H
12.0 Percent .
T
Max. Dry Density:
P
110.0
110.6 P.C,F•
I
C
I
Test Locations The
109.0 .._.I ............
_....._....._ I--•—•
I I •—I I I I
Density & Penetrometer
F
Readings Indicate the
108.0
Degree of Compaction Meets
D
1 I I I
Minimum Required
R
I
for Stak(4.Fattrq4prion,
Y
j I I I I f
•` Er.,.KE
107.0 a••—•!—••—!._..�!.._..r.._..!_.._,
9 10 11 12 13 14 15
11
Moisture - % of Dry Weight
Building Department
G. Keller, P.E.: 37293 / SI Uc- No,: 860 / Julie E. Keller, F E.: 68366 /
i%L_'3iVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 MELBOURNE (321) 768-8488
FAX (561) 845-8876 www.ksmengirieering.net ST. LUCIE (772) 229-9093
E-Mail: KSMQKSMENGINEERING.NET
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
March 21. 2019
1901-0581
Wynne Development
14495 Cancun Avenue
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB # : 191162-1 d/SS/cv
SCANNBC
BY o
St. Lucie Coun4ype,, #qR 2 9I
44,11
"9
oae C�onh en,
ITEM TESTED Compacted Foundation Fill
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12"
50+
111.7 113.7
98.2
2. S.W.
112.5
98.9
3. Center
110.2
96.9
4. N.W.
109.3
96.1
5. N.E.
112.0
98.5
Soil Description:
Brown Sand
115.0 I I I I
I
with Clay
W
In Place Moisture:
9.4 Percent
I
L.._.�_.._�._.. �..—..
G
114.0 ..—.—.._.
Optimum Moisture:
H
I I I I I
I
11.0 Percent .
T
Max. Dry Density:
P
I I I I I
113.0 j—.._.I_.._I _..�..—.. ..—..1—.._.
I
113.7 P.C.F.
C
@ Test Locations The
Density & Penetrometer
F
I I I I I
I
Readings Indicate the
112.0 � ••—'I
Degree of Compaction Meets
j
II III III III
Mini`
D
R`tsI1�494�dAjpn
I
_�
y
111.0
d�s' a.
1II3
14►.N'f5I4:..
Moisture - % of Dry Weight
luilding Department