HomeMy WebLinkAboutKSM 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.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED March 27, 2019 KSM JOB # : 191231-1d/MH/ct
PERMIT # 1812-0318 RECEIVED
CONTRACTOR Wynne Development APR 0 41019
JOB LOCATION 50 Lagos Del Norte S,CANNEDucle County
Department
Spanish Lakes Country Club Village BY
Fort Pierce, Florida
St. Lucie County
ITEM TESTED' Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12"
51
111.3
114.7
97.0
2. S.W.
52
112.6
98.2
3. Center
50
110.4
96.3
4. N.E.
51
111.3
97.0
5. N.W.
52
112.4
98.0
Soil Description:
Brown Sand with
116.0 I
I I
I I
Traces of Clay-
W
In Place Moisture:
E
6.8 Percent
I
115.o
Optimum Moisture:
H
11.0 Percent
T114.0
Max. Dry Density:
P
•
I
I I
I I
114.7 P.C.F.
113.0 �..—.._.
_..—..�.._..�..
.:_.._.
@ Test Locations The
F
I I
I I
I I
Density & Penetrometer
Readings Indicate the
112 0
Degree of Compaction Meets
D
I I
I I
I I
Minimum Required
R
for Wlt'e81±EUnAgtion.
Y
E. KF< ',.,
'•rtiLifrirfd_•'iY•
111.0 a—••—•;—.._!._..!.._..!
.._.!_.._,
F7n�¢'nG
8 9
10 11
12 13 14
Moisture - % of Dry Weight
si EF r
` '
L'L18e County Building Department
glinebc.com
F��sorei�F�!?T4:
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/28/2019 15:58 7725896469 KSM ENGINEERING PAGE 01/01
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772)'337-7755 P0. BOX 78-•1377, SEBASTIAN, FL 32978A377 SEBASTIAN (772) 589-0712
PALM BEACH (646-7445 www.ksmengineering-net MELBOURNE (321) 768-Me
C.A,; 5693 FAX (56845-8876676. E-Mail; KSMeKSMENGINEERING.NET St LUCIE (772) 229-9093
FAX (772) 589-8469
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED March 27, 2019
PERMIT # 1812-0318
CONTRACTOR Wynne Development
KSM JOB # ; 191231-1d/MH/ct
JOB LOCATION 50 Lagos Del Norte SCANNED
BY
Spanish Lakes Country Club Village St. Lucie e
Fort Pierce, Florida County
TEST LOCATION . PEN DRY
OF SAMPLE DEPTH READ DENSITY
1. J.q.
2, S.W.
3. Center
4. N.E.
S. N.W.
Soil Description:
Brown Sand with
Traces of Clay
In Place Moisture:
6.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
114.7 P.C.F,
@ Test Locations The
Density & Penetrometet
Readings Indicate the
Degree of Compaction Meets
Minimum Required
51 .
111.3
52
112.6
So
110.4
51
111,3
52
112.4
. MAX. DRY
PROCTOR VALUE
114.7
�01
oeG°�c�v
QycFSc.V� ..
PERCENT
COMPACTION
98.2
96.3
97.0
98.0
116.0 I I I I )
W j I I i j j
E
G
H ( I I I 1
T
114.0 ..—.�—..—� ,.. �..—.. ..—. —..—.
P 1
I I I I I
C j
113.0 ..—.�� I —.. �..—.. ..
I=
I I I I I
D 112.0
R I I
Y I I 1 I I I
8 9 10 11 12 13 14
Moisture - 96 of Dry Weight
/ Building Department
Ronald G. Keller, P.E.: 37293 / SI Lo. No.: 860 1 Julie E. Keller. P.K • RR.aaR