HomeMy WebLinkAboutKSM REPORTS'il C! IL f
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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 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
March 8, 2019
18110476
Wynne Development
13958 Gorrion Court
Fort Pierce, Florida
KSM JOB # : 190975-1 d/MH/jt
SCANNED
BY
0aNe-0 St Lucie County
MAR 151Q19
artment
,mittlo9 peP nntY
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 55
115.3 115.8
99.6
2.,
S.E.
54
114.2
98.6
3.,
Center
53
115.7
99.9
4.
N.W.
51
111.7
96.5
5.
S.W.
52
112.1
96.8
Soil Description:
Brown Clayed Sand with
Traces of Shell Fragments
In Place Moisture:
4.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.8 P.C.F.
Test Locations The
nsity & Penetrometer
adings Indicate the
117.0 i
W
E I I I I
I 116.0 i ..—.j_.._j.—.. •..—..�
G
H I I I I I
T
115.0 i ..—.j_.._•._.. i.._
P
C 114.0 .._.i— .—i._..i.._
I
F
113.0 �..—.�—..—�.—.. �.._
D I I I I
R I I I I
Y 112.0—.._.�_.._�._.. �.._
8 9 10 11
I I
I I
I
I I
12 13 14
Moisture - % of Dry Weight
d11t18MwW.'Cucie County Building Department
to: Dotty@wynnebc.com
Ronald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
03/11/2019
u
13:23 " 7725896469
KSM ENGINEERING
TeCIL It
PAGE 01/02
� 1o7,LVi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (779) 337-7785 pe_ BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445
www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (56845-8878 E-Mail: KSMWKSMENGINEERING.NET ST. LUCIE (772) 229-9093
A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
KSM JOB*: 190975-1 d/MH/jjt
RECEIVED
SCANNED MAR 12 2019
BY Per itting Department
St Lucie CounW. Lucie County
ITEM TESTED . Compacted Foundation Fill
March 8, 2019
18110476
Wynne Development
13958 Gorrion Court
Fort Pierce, Florida
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N. E. 0" -12" 55 115.3 115.8 99.6
2. S.E. 54 114.2 " 98.6
3. Center 53 115.7 99.9
4. N,W, 51 111.7 965
5. S.W. 52 112.1 96.8
Soil Description:
Brown Clayed Sand with 117.0 I I I I 1
Traces of Shell Fragments W j j j ( I I
In Place Moisture: E I I I I 1
4.6 Percent I 116.0 •• —•'
_..T.._..j_.._.
Optimum Moisture: H
11.0 Percent T
115.0 •--.�_..w�._...._. .._..
ftx. Dry Density: P I I I I I
115.8 P.C.F. I
V Test Locations The C 114.0
tensity & Penetrometer F I I I I I
Readings Indicate the
Jegree�,ol „up» OgMeets 113.o L.._.�_.._�. ., 1 I ..�
A(ni ' ° '.r � �.,f D I I I I ,. j
or.Stalcade roF,Q'•� R 1 I I I I I
N112.0
S�Cf •t 8 9 10 11 12 13 14
o
- Moisture - % of Dry Weight
9JUi„ 0*UUcie County Building Department
to: Dotty@wynnebc.com
Ronald G. Koller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366