HomeMy WebLinkAboutKSM REPORTSTrr%t
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KELLER, SCHLEICHER & MaCWILLIAM €=NGINEERING 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.ksmengineoring.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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
March 8, 2019
18110500
KSM JOB # : 190974-1 d/MH/jt
Wynne Development
SCANNEu RECEIVED
58 Lagos Del Norte
St Lucie Count�AR 1 5
Spanish Lakes Country Club
Fort Pierce, Florida
Pe
St. W,
Compacted Foundation Fill
PEN DRY
MAX. DRY PERCENT
DEPTH
READ DENSITY
PROCTOR VALUE COMPACTION
1. S.E.
0" - 12" 53
113.7 115.8
98.2
2. S.W.
51
111.6
96.4
3. Center
52
112.7
97.3
4. N. E.
53
113.0
97.6
5. N.W.
50
110.6
95.5
Soil Description:
Brown Sand with Traces
of Clay and Shell Fragments
In Place Moisture:
5.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
117.0 I I I I I
W I I I I
E I I I I
I 116.0 i .._.j_.._�._.. •.._..
G
H I I I I
T
115.0 i ..—.i—..—•._.. �..__.
P
C 114.0 L
F
113.0 �—
D
R
8 9 10 11 12 13 14
a.� Moisture - % of Dry Weight
my Building Department
E-mail to: Dotty@wynnebc.com
Ronald G. Keller, P.E.: 37293 / $I Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/11/2019 13:23 7725896469 KSM ENGINEERING PAGE 02/02
IV CA AXISM
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 561)537-7755
845
PALM BEACH PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589.0712
-7445 www.ksmengine6ring.net MELBOURNE (321) 768-8488
C.A-: 5693
FAx (56845.8878 45876 E-Mail: KSM®KSMENGINEERING.NET S7 LUCIE (772) 229-9093
FAx (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
March 8, 2019
18110500
Wynne Development
58 Lagos Del Norte
Spanish Lakes Country Club
Fort Pierce, Florida
KSM JOB # : 190974-1 d/MHfjt
RFCENED
MAR 1 210
Permitting Department
St. I-ucie 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" 53
113.7
115.8
98.2
2.
S.W.
51
111.6
96.4
3.
Center
52
112.7
97.3
4.
N. E.
53
113.0
97.
5.
N.W.
50
110.6
9.6
Soil Description;
Brown Sand with Traces
of Clay and Shell Fragments
In Place Moisture:
5.8 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
117.0 I I I I I
W
E I I I I I
I 116A
H115.0
I I I I I I
T I I I I I I
P
E 114.0 L •—•I I I— I I
j�..—
F I I I I I
1110
D
R I I I I I I
8 9 10 11 12 13 14
Moisture - % of Dry Weight
d h`1§9'Wi&%W.'Lucie County Building Department
E-mail to: Dotty@wynnebe.com
Ronald G- Keller, P•E.: $7293 / 51 Lic. No•; B60 / Julie E. Keller, P.E.: 68366