HomeMy WebLinkAboutKSM REPORTSo_r �tim
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.ksmengineedng.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
PERMIT # 1903-0588
KSM JOB # : 191492-1d/MH/ct
RECEIVED
CONTRACTOR Wynne Development APR 2 3 nl;q
JOB LOCATION 24 Montoya ST. Lucie _county, Permittinq
Spanish Lakes Country Club Village CANNED
Fort Pierce, Florida BY
ITEM TESTED Compacted Foundation Fill
St. Lucie County
TEST LOCATION DEPTH
OF SAMPLE
PEN
READ
DRY MAX. DRY
DENSITY PROCTOR VALUE
PERCENT
COMPACTION
1. N.W. 0" - 12"
50
110.4 112.8
97.9
2. N.E.
50
109.6
97.2
3. Center
50
108.9
96.5
4. S.W.
50
110A
97.6
5. S.E.
50
110.0 "
97.5
Soil Description:
Brown Sand
114.0 I I I
I
W
In Place Moisture:.
E
f I I
I I
7.3 Percent
I
113.0 • • — •'
'
Optimum Moisture:
H
I I I
I I
11.0 Percent _
T
j I I I
112.0 i ......
I I
......
Max. Dry Density:
P
I I I
I
112.8 P.C.F.
I I I
I I
@ Test Locations The
I I I I
I I
Density & Penetrometer
F
j I I
I I
Readings Indicate the
Degree of Compaction Meets
110.0
I
Minimum Required
D
I I I
I I I
I
I I
fs;dxmk &Fgy�ndation
R
I
109.0
RYA •,rrni:a_•� S�:'s._�.
8 9 10 11
12 13 14
No.
Moisture - % of Dry Weight
County Building Department
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""'""" Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
04/17/2019 09:43 77258'.7 3 KSM ENGINEERIK-- PAGE 02/04
110.3 - 0,
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KEL.LER, 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) 846-7445 wwwAsmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMOKSMENONEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 58"469
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
DATE TESTED April 16, 2019
PERMIT# 1903-0588
CONTRACTOR Wynne Development
JOB LOCATION 24 Montoya
Spanish Lakes Country Club Village
Fort Pierce, Florida
KSM JOB # : 191492-1 d/MH/ct
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
DEPTH
PEN
DRY
MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1.
N.W.
0"- 12"
50
110.4
112.8 97.9
2.
N.E.
50
109.6
" SCANNED 97.2
3.
Center
50
108.9
BY 96.5
4.
S.W.
"
50
110.1
" St. Lucie CountW7.6
S.
S.E.
50
110.0
97.5
.Soil Description:
Brown Sand
In Place Moisture:
7.3 Percent .
Optimum Moisture:
11.0 Percent
Max. Dry Density,
112.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
tyo.
114.0 I I I I I
W
E I I I I I
1 113.0 .._.j_.._j._.. .._..�..—..j_.._.
G
H I I I I I I
T
112.0 �.._.i_.._ ._.. i.._. _..I .._.
P I
j I I I I I
C 111,0
I I I I I I
F j I I 1 I
110.0 L..— ......................
D ( I I I I I
R
8 8 10 11 12 13 14
Molsture - % of Dry Weight
Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366