HomeMy WebLinkAboutKSM SOIL COMPACTION RTEPORT07/10/2018 13:15 77258964��- KSM ENGINEERING PAGE 04/04'
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KELLER, SCHLEICHER & MacWIILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-77,95 P.O. BOX 78-1377, SEBASTIAN; FL 32978-1377 f5EBASTIAN(772)589-0712
PALM BEACH (561) 845-744.5 1 MELSOURNE (321) 768�8488
www-ksmengincering,net
rAX (561) 846-8876
C.A., 5693 E-Mail: KSMOKSMENGINEERING.NiliT ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM ! D 1557 and ASTM D 2922
DATE TESTED July 9, 2018 KSM JOB#: 182252-1 d/SS/ct
PERMIT 1806-0162 RECEIVED
CONTRACTOR Wynne Developm :ent JUL t 21 2010
JOB LOCATION 36 Azul Permitting Department
Spanish Lakies Country Club St. Lucie county
Fort Pierce, Florida
ITEM TESTED Compacted Foun�ation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
I
N. E. 011 - 121P 51 111,2 112.8 98.6
2. S. E. �15 .108.3 96.0
3. Center 51 110,7 98.1
4. S.W. I
45 107.2 IT 95.0
5. N.W. a 109.6 97.2
Soil Description:
Brown Sand 114.0
In Place Moisture: W
E
T6 Percent 1 113.0 1 1
T'
Optimum Moisture- G
H
11.0 Percent T
112.0
Max. Dry Density: P I
112.8 P.C.F.
C
0 Test Locations The 111.0
Density & Penetrometer I
Readings Indicate the F
Degree of Compaction Meets 110.0 J-1 -------- I ---------
Minimum Required I D I
f * P ItsW, 1 R I
or Stakeq I
eN% ea to Natural Grade. y
R 8 9 10 11 12 13 14
Moisture - IN, of Dry weight
U I or, P.E.
tI �en
I to: tounty Building Department
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KELLER, SCHLEICHER & MacWIL.LIAM 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 1 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED July 9, 2018 KSM JOB#: 182252-1 d/SS/ct
PERMIT #. 1806-0182
CONTRACTOR Wynne Developmo nt ftcfteo
JOB LOCATION 35 Azul At 7018
A
Spanish Lakes Country Club LIMMItU
I St. L '19 Depa,,
Fort Pierce, Florida I/c/e cour, rne,
I h,
ITEM TESTED Compacted Foun6tion Fill
TEST LOCATION DEPTH *PEN
DRY MAX.DRY PERCENT
OF SAMPLE R�AD
I
DENSITY PROCTOR VALUE COMPACTION
1. N. E. 011-1211 511
111.2 112.8 98.6
2. S. E. IV 46
108.3 if 96.0
3. Center 511
110.7 If 98.1
4. S.W. 4 1
107.2 95.0
5. N.W. 4�8
109.6 97.2
Soil Description:
Brown Sand
114.0 -
W
In Place Moisture:
E
7.6 Percent
11 3.o
G
Optimum Moisture:
H
11.0 Percent
T
112.0
Max. Dry Density:
P
112.8 P.C.F.
@ Test Locations The
C
iii.o
Density & Penetrometer
F
Readings Indicate the
Degree of Compaction Meets
110.0 J
Minimum Required
D
qyno,ation.
for Staked&,
R
It,
PeQ,*.Re diWeel?kop to Natural Grade.'
Re IS fit& d-A,.
y
_r . _T .17-
109.0 1
8 9 10 11 12 13 14
Moisture - % of Dry Weight
u I e er, P.E.
V i�en
pop
II to: tounty Building Department
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E I !-d9j?,N& li&es.com
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04#f#l,,,,1,9ckiridG.I<elier-,RE.:37293-/SlLic.No.:860 Julie E. Keller, P.E.: 68366