HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTM L
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 W w:ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KiM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 1 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM 101 1557 and ASTM D 2922
DATE TESTED7 'June 11, 2018 KSM JOB#: 181902-1 d/MH/jt
PERMIT # 1804-0719
CONTRACTOR
n4jakeleTTAU190
ITEM TESTED :
Wynne Develop
56 Huarte Way
Spanish Lakes 1
Port St. Lucie, Fl(
COMDacted Foun
on Fill
RECEIVED
JUN 19 2010
Permitting Department
St. Lucie County
TEST LOCATION
I
.11
DRY
MAX. DRY
PERCENT
DEPTH �N
OF SAMPLE
READ
I
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.W.
011-1211 5C
108.8
113.3
96.0
2.
N.W.
of 5C
110.4
97.4
3.
Center
of 5C
112.6
99.4
4.
N. E.
it 5C
108.3
95.6
5.
S. E.
of 50
108.9
96.1
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
8.3 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degreq,of cEp %4 meets
4
Mint,$ uweq
-.11100 k, W %
fo$ te 10
,F4X!n.., A.to Ivtural Grade
Pj
cl !u b
i
114.0
W
E
G 113.0
H
T
P
112.0
C
F
111.0
D
R
y
110.0 .. . ...
8 9. 10 11 12 13 14
Moisture - % of Dry Weight
Fax and _FAMPAoii6t*Tucie County Building Oepartment
Email to: dotty@spanishiakes.com
Ronald G. Keller, P.E.: 37293 / I Lic. No.: 860
/ Julie E. Keller, P.E.: 68366
06/12/2018 11:28 77258964��,'� KSM ENGINEERING PAGE 01/02
K Ij AW
KELLER, SCHLEICHER & Ma cW11 LIAM ENGINEERING AND TESTING, INC.
MARTIN (772)'337-7755 PO.BOX78-137 SEBAS.Ti.AN,FL32978-1377 SEBAS-nAN(772)589-0712
PALM BEACH (561) W-7445 Msmengineering.net MELBOURNE (321) 768-8488
FAX (561) 84MS76- E-Mail; KS�@K3lV11ENGlNEERlNG.NET ST. LUCIE (772) 229�9093
G.A.. 5693 1 FAX (772) 589-6469
I
SOIL CPMPACTION REPORT
ASTM D 11557 and ASTM 0 2922
DATE TESTED June jr 1, 2018 KSM JOB#: 181902A d/MH/jt
RECEIVED
PERMIT # 1804-0719
JUN 1
CONTRACTOR Wynne Developmer t
Permitting Department
JOB LOCATION 56 Huarte Way St. Lucie county
Spanish Lakes I
Part St. Lucie, Florida
ITEM TESTED Compacted -Found ion Fill -
TEST LOCATION. DEPTH PEq DRY MA)C DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 . S.W. OPT - 12`1 50 108.8 113.3 96.0
2. N.W. so 110.4 97.4
3. 'Center 50 112.6 99.4-
4, N.E. 50 108.3 95.6
5. S.E, 50 108,9 96.1
Soil Description:
Brown Sand with 114.0 -
Shell Fragments W
In Mace Moisture: E
8.3 Percent
G 113.0
Optimum Moisture: H
1'1.0 Percent T
Max. Dry Density:
113.3 P.C.F.
C
@ Test Locations The
Density & Penetrometer F
ReadWgR4Ia&pte the i 11..0
1— 1 7"' —'1—
D
9,qqgVS%qn meets
D
214MI @el
ak d Qgt!�V.
R
y
teilltli:R, TAkenlo Natural Grade.
9 10 11 12 13 14
u I b
y pub?".
% of Dry Weight -
Moisture
F n f lb� St. Lucie County Building epartment
Email to- dotty@spanishlakes.com
Ronald G. Keller, RE.-.37293/pl Up.. No.-.860 Julie E. Keller, P.E.. 68366