HomeMy WebLinkAboutKSM REPORTSA%12AVi
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 MELBOURNE (321) 768-8488
FAX (561) 845-8876 www•@KSMENGINEERIksmengeering.neST. LUCIE 772
C.A.: 5693 E-Mail: KSM@KSMENGINEERING.NET FAX (772) 589-6469
SCANNED
By
SOIL COMPACTION REPORT St. LUcie COUnty
Revised :
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ASTM D 1557 and ASTM D 2922
March 15, 2019
March 8, 2019 RECEIVED KSM JOB # : 191014-1 d/SS/ct
1902-0179
Wynne Development
14423 Isla Flores
Spanish Lakes
Fort Pierce, Florida
MAR 21 2019
Permitting Department
St. Lucie County
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
108.1
111.0
97.4
2.
S. E.
41
105.7
95.2
3.
Center
50
10&8
98.0
4.
S.W.
46
107A
96.8
5.
N.W.
43
10&8
96.2
Soil Description
Brown & Gray Sand
112.0 - I I I I I
with Clay
w
In Place Moisture:
E
7.3 Percent
i
I I I I I I
G
Optimum Moisture:
H
11.0 Percent
T
Max. Dry Density:
P
11 j I I I I I
111.0 P.C.F.
I I I I I
@ Test Locations The
C
j I I I I
Density & Penetrometer
F
I
Readings Indicate the
109.0t••—•I—••—I•—••4••—••a-••—••I—••—•
Degree of Compaction Meets
Minimum Required
fo,3tMF'ougdation.
` let '��
R
Y
I I I I I
108.0•..—.,—..—,.—.....—..r..—..i—'•—,
\�1r.
jd:
8 9 10 11 12 13 14
� t ,e- �
Moisture - % of Dry Weight
e�141� OF
�Zcie County Building Department
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NA1.E�,r•`•
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Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
03/15/2019 10:30 7725896469 KSM ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 569-0712
PALM BEACH (561) 845-7445 www.ksmenginsering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mall: KSM®KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.:5693 FAX (772) 589-6469
SCANNED
SOIL COMPACTION REPORT
By
ASTM D 1557 and ASTM D 2922
St. Lucie County
Revised :
March 15, 2019
DATE TESTED
March 8, 2019
KSM JOB # : 191014-1 d/SS/ct
PERMIT #
1902-0179
CONTRACTOR
Wynne Development
JOB LOCATION :
14423 Isla Flores
RECEIVED
Spanish Lakes
Fort Pierce, Florida
MAR 15 2019
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DR PERCE
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 50
108.1 111.0
97.4
2.
S. E.
41
105.7
95.2
3.
Center
50
108.8
98.0
4.
S.W.
46
107.4
96.8
5.
N.W.
43
106.8
95.2
Soil Description:
Brown & Gray Sand
112.0� I I I I
with Clay
W
I
I I
In Place Moisture:
I I I
7.3 PercentG
I
I
111.0
Optimum Moisture;
H
11.0 Percent
T
Max. Dry Density:
p
j 1 I I I I
110.0
111.0 P.C.F.
@ Test Locations The
Density & Penetrometer
F
j I I I I
Readings Indicate the
109.0 j—••— I—••—{•—••�••—• I ••—••I— •—
Degree of Compaction Meets
j I I ( I I
MiniWawsRv%,ired
D
I I I I I
�I�rf.Nion.
R
Y
I I I I I
108.0
��.......�
8 9 10 11 12 13 14
• R1 '. ��
Moisture - % of Dry Weight
n.
County Building Department
c,com
Ronald G. Keller, P.E.: 37293 / Si Lic. No.: 860 / Julie E Keller, P.E.: 68366