HomeMy WebLinkAboutKSM Soil Compaction ReportKELLER, 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
August 3, 2017
KSM JOB # : 172414-1 d/DP/ct
PERMIT #
1706-0384
CONTRACTOR
Wynne Development
JOB LOCATION
56 Golf Drive
Spanish Lakes 1
AUG 10 2017
Port St. Lucie, Florida
ITEM TESTED
Compacted Foundation
Fill
TEST LOCATION
*PEN
DRY
MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.E.
0" - 12" 38
109.4
113.5 96.4
2. N.W.
1142
110.6
to97.4
3. Center
If46
112.0
If
98.7
4. S.E.
if45
111.4
98.1
5. S.W.
of40
110.9
97.7
Soil Description:
Brown Sand with
Traces of Clay
In Place Moisture:
9.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.5 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for 1;a1 �JI oih de on.
* R�r�a�3a m&iaken to Natural Grade.
Moisture - % of Dry Weight
L*ie County Building Department
ii iishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
08/04/2017 15:40 7725896469 KSM ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & M.aCWILLIAM ENGINEERING AND .,TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, TL 32978-1377. S66ASTIAN•(772) 589-0712
PALM BEACH (561) 845-7445 MELBOURNE 321 768-8�488.-.•
FAX 561 845-8876 www.ksmengineering.net ERR ST. LUCIE (772) 229-9093
( ) F-Mail: KSNl�KSMENCalNEERING.NET ( )
D.A.: 6693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM-D 1567 and ASTM D 2922
DATE TESTED August 3, 2017 KSM JOB # : 172414.1d/DP/ct
PERMIT # 1706-0384
CONTRACTOR : Wynne Development
JOB LOCATION 56 Golf Drive
Spanish Lakes 1
Port St. Lucie, Florida
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" 38
109.4 113.5
96.4
2,
N.W,
42
110.6
97A
3.
Center
46
112.0 "
98.7
4,
S.E.
45
111.4
98.1
5.
S.W.
up40
110.9 To97.7
Soil Description:
Brown Sand with
Traces of Clay
In Place Moisture:
9.4 Percent
Optimum Moisture:
11.0 Percent
Max. Dry density:
113.5 P.C.P..
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Stake fgmOgtion.
" Pent\i Qim�4@jR to Natural Grade.
pvcp-
ofi
W
E
I I I I
G 114.0 ._..�.._..�.._..� .._..i_...--.-I
H I I
T I I I I I
P I I
112.0
F
111.0— �
R I ! I ( 1 I
8 9 10 11 12 18 14
Building Department
Moisture - °% of Dry Weight
RECEIVED AUG 07 2017
—fYAL r-%*— 01
"/itj III%0"
Nonald G. Keller, P.E.: 3720 / SI U(;- No.: $360 / Julie E. Keller. PE,: 68366