HomeMy WebLinkAboutKSM REPORTUrcIlk f -039
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 I?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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SC NNIiD
SOIL COMPACTION REPORT
E
ASTM D 1667 and ASTM D 2922 St Lu
ctCounty
DATE TESTED
February 4, 2019
KSM JOB # : 190501-1d/SS/jl
PERMIT #
1810-0397
I
CONTRACTOR
Randy Murdock
JOB LOCATION
249 Bimini Dirve
IVED
Fort Pierce, Florida
FFEB
8 2019ITEM
TESTED
Detached Gara e
P ittt
TEST LOCATION
PEN
DEPTH
DRY
- _
MAX. DRY PERCENT
O;F SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.E.
0" -12" 50+
111.0
112.4 98.8
2. S. E1. -
50+
112.4
Is100.0
3. Center
50+
110.2
of98.0
4. NNY.
50+
111.7
99:4
5. S.W.
50+
109.2
97.2
Soil Description:
Brown ISand with
Trace of Clay
In Place Moisture:
11.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
112.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
113.0 -
W I
E i
H112.0 .._.�_.._.�._.._�. .....�.._ .�..._.._
T
P 111.0
C I I I I I
F 110.0 4—.._
D I
Y109.0--.._.�_.._.�._.._�._.. �.._...� ._...,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
.com; St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
t� C
i%IJJLVi
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
PEMIT #
CONTRACTOR
JOBi LOCATION :
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
February 4, 2019
1810-0397
Randy Murdock
249 Bimini Dirve
Fort Pierce, Florida
ITEM TESTED Detached Garage
KSM JOB # : 190501-1 d/SS/jl
:ST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 50+
111.0 112.4
98.8
2.
S.E.
if50+
112.4 11100.0
3.
Center
of50+
110.2 if98.0
4.
N.W.
if50+
111.7 If99.4
5.
S.W.
to50+
109.2 it97.2
Soil Description:
Brown Sand with
Trace of Clay
In Place Moisture:
11.6 Percent
Optimum Moisture:
12.0 Percent
Maxi. Dry Density:
112.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
113.0 -
W I
E i
H112.0 _.�_.._.�._.._�. ..�.._ .._...
T I I I I I
C I /17
I I I
• � I I I I I
F 110.0
• � I I 1 I I
D I I I I I I
Y109.0-�.._.;_.._.�._.._�._.. �.._.. .._..�
8 9 10 11 12 13 14
Moisture - % of Dry Weight
aii.com; St. Lucie County Building Department
•1Q@1f188tIIlls
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366