HomeMy WebLinkAboutKSM REPORTS04/17/2019 09:43 7725809A,59 KSM ENGINEERINIj,PAGE 04/04
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING,_LNC. _—
MARrIN (772) 337-7765 - P.O. BOX 78-1377r SEBASTIAW, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM SEACH (561) 845-7445 eteflng.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 www•@KSMENGINEGAIN St LUCIE 7
C.A.:5693 E-Mail: KSM®KSMENOINEERING.NET (7 2) 589-6469
FAX (772) 589-6469
DATE TESTED :
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
April 15, 2019
1901-0595
Wynne Development
KSM JOB # : 191493-1 d/MH/ct
SCANNED
BY
St. Lucie County
1 Villa Maria
Spanish Lakes Country Club Village
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0"-12" 52
112.6 114.7
98.2
2.
N.W.
51
111.4
97.1
3.
Center
51
111.1
95.9
4.
S.E.
50
109.6
95.6
5.
N.E.
50
110.3
96.2
Soil Description:
Brown Sand
with Shell
In Place Moisture:
7.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
W
E
1 115.0..,.j_.._�._.....�..,...�..._..I ..—.
G
H I I I I
T 114.0
P
C 113.0 .. _.i .. i . i .
F I I I I I
112.0 )_ .._.i_.. _i._..i.._.. i .._. ..,.
D
R I I I I I I
Y
8 , 9 10 11 12 13 14
Moisture - % of Dry Weight
ng Department
Ronald G. Keller, P.E.: 37293 / SI IJc. No.: 860 / Julie E. Keller, P.E.: 68366
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 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 15, 2019 KSM JOB # : 191493-1 d/MH/ct .
PERMIT# 190110595 EAPR
CEIVED
CONTRACTOR Wynne Development 2 3 2019
JOB LOCATION 1 Villa Maria � nay f=ermit i�Spanish Lakes Country Club Village — --� By
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill Sr Lucie Coung,
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
S.W.
0" - 12" 52
112.6 114.7
98.2
2.
N.W.
51
111.4
97.1
3.
Center
51
111.1
96.9
4.
S.E.
50
109.6
95.6
5.
N.E.
50
110.3
96.2
Soil Description:
Brown Sand
with Shell
In Place Moisture:
7.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.7 P.C:F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
116.0 I I I I I
W
E
I 115.0.._.I_..—�._..�.._..�.._..j_.._.
G
H I I I I I
T
114.0 i .._.j... _•.... �.... _..... j... _.
P
C 113.0—.._.� _�._..�I.._..
. I I I I I • I ��—�
F j I I I
112.0 �- ......................
D I 1 I I I I
R I I I I I I
Y 111.0 �..—.�_.._�._.. �.._..� .._.�_..—,
8 9 10 11 12 13 14
ng Department
Moisture - % of Dry Weight