HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT/dos o),/ 7 Iru'.If
KELLER, SCHL I�C�)& MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755�a n . Q B78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845�'744154 �✓OB 1 y 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
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED July 31, 2018
PERMIT # 20180521
CONTRACTOR John McMinn
JOB LOCATION 1828 Wildcat Cove Drive
Ft. Pierce, Florida
- ITEM TESTED Compacted Foundation rill r
KSM JOB # : 182250-1 d/SS/ct
t x 31 7117,1111
rsg + r r 7
AUG 13 2018
Permitting Department
---- - ---St.-Lude-County, FL---- ----
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E.
0" - 12" 50+ 108.6 110.9
97.9
2. S.W.
If107.3 If96.5
3. Center
110.7 If99.8
4. N.W.
106.8 if96.3
5. N.E.
105.9.
95.5
Soil Description:
Brown Sand - .
In Place Moisture:
9.3 Percent
Optimum Moisture:
12.0 Percent
V Max. Dry nsity:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
�,(2n to Natural Grade.
112.0
W
E I I I I I
I I I I I I
G 111.0 ——..—i.—..—.................
H I I I I I I
T
110.0
-p
C 109.0
F I I I I I
I I I I
108.0—.�—..—.�.—..—�..—..�..—.. —...
D I I I I I
R I I I I I
Y 107.0—..—.;—..—.,.—..—;..—..�..—.. T..—..,
9 10 11 12 13 14 15
�v • V.— ► • • Moisture - % of Dry Weight
D �
Julie elle'r, P. - . e
�411 •�t�
#�I m rrr.t@yahoo.com
�� q •`nc�. ��o+'•>l,cie County Building Department
eery ' Iq4
•�Dr,�f���?i'�8nald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
�q,�set:AiE#e
08/01/2018 12:45
KSM ENGINEERING"--',
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PAGE 01/01
7725896469
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KELLER, SCHLEICHER & MecWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineeHng.net MELBOURNE (321) 768-8488
FAX (561) 845-8676 E-Mail: KSMCaKSMENGINEERING.NET ST. LUCIE (772) 229-0093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTIM D 1567 and ASTM D 2922
DATE TESTED July 31, 2018
PERMIT ## 20180521
CONTRACTOR John McMinn
JOB LOCATION : 1828 Wildcat Cove Drive
Ft. Pierce, Florida
KSM JOB # : 182250-1 d%/ct
CEIVED
AUG 0,•Y 2018 .
Perrnitting Department
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"
50+
108.6
110.9
97.9
2•
S.W.
11
if107.3
11
9.8
3,
Center
110.7
99.8
4,
N.W.
or
. It
106.8
to
96.3
5.
N.E.
toto105.9
it
95.5
Soil Description:
Brown Sand
In Place'Moisture:
9.3' Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum f,�qguired
-to Natural Grade.
J L, i h
ti
F
112.0
W
E111.0
I I I I I
• j - j j
H
T
110.0 1�.._. _.._�.._.. I.._.. .
f I I
j I I I I I
C 109.0 1——a-...._L._..J_.. .1..�...
F j I
•I I I I
108.0 _.��.._i._..,F._..�.._.. ._..
D I I I I I
R
9 10 11 12 13 14 15
Moisture - % of Dry Weight
i►r;s,�:C Me
yahoo.com
_ County Building Department
�rx��:na»tetl� ��naic! s . Kelly. RF,: "72951 SI Lin. Nn,: 5CC1
,',uiir•� F, Keller, P.E.; 68366
I