HomeMy WebLinkAboutKSM REPORTSur Calk 9 'VA
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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
ITEM TESTED
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
December 27, 2018 KSM JOB # : 184433-1 d/MH/cv
1811-0501 �QCANN
Wynne Development
229 Camino Del Rio
Riverfront
Port St. Lucie, Florida
Compacted Foundation Fill
zw�
BY
St Lucie County
TEST LOCATION DEPTH 'PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY
PROCTOR VALUE COMPACTION
1. N.E. 0"-12" 54
114.6
115.0
99.7
2. S.E. 52
112.9
98.2
3. Center 53
113.7
98.9
4. N.W. 51
111.6
97.0
5. S.W. 50
110.4
96.0
Soil Description:
Brown Sand with
Traces of Clay
116.0
I I I I
1
In Place Moisture:
W
7.2 Percent
E
Optimum Moisture:
I
G
115.0
11.0 Percent
H
Max. Dry Density:
115.0P.C.F.
P
114.0
I—.. j._..4.._..}....
j_.._.
@ Test Locations The
C
j
1 I I I
Density & Penetrometer
j
I I I I
I
Readings Indicate the
F
j
I I I
I
Degree of Compaction Meets
113.0 T "--"I—
Minimum Required
for St a 1�IFflyn dation.
j
I I I I
I
Pied. �adjp �fqt�� to Natural Grade.
R
112.0-.._.,—..—,._..�..—..r..—..,—
I I I I
I
—,
8
9 10 11 12
13 14
Moisture - % of Dry Weight
Ju.l a er, P.E.':
Pri T
_ St.Re County Building Department
.,i*y10NMS" t'`
rt I f l I I I I <, nald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366
12/28/2018 11:26 7725896469 KSM ENGINEERING PAGE 02/03
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING T I C
MARTIN (772) 337-7755 PO- BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
8486
PALM eEACM (561) 845-7445 www,ksmcngineenngnet MBLBOUR IE (321) 229-9093
FAX (561) 845.8676 St LUCIX (772) 229-6409
E-Mail: KSMC�KSMENGINEERING.NET FAX (772) 58&6469
C.A.: 5693
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED December 27, 2018 KSM JOB t� : 184433 1d/MH/cv
PERMIT# 1811-0501
ReCetVep
CONTRACTOR Wynne Development
a,.min� eC 2 8 7p1B
JOB LOCATION 229 Camino Del Rio rr s oe
Rivertront tllc/e �Opdnmen,
�MY
Port St, Lucie, Florida
ITEM TESTED Com acted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX, DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1
N E
0" 12 54
114.6 115.0
99-7
2.
$.E.
52
112.9
98.2
3.
Center
53
113.7
98,9
4.
N.W.
51
111.E
97.0
5.
S.W.
50
110.4
96.0
Soil Description:
Brown Sand with
116.0 I I
Traces of Clay
I
In Place Moisture'
W
I I I I I
7.2 Percent
E
j I I I
Optimum Moisture'
I
G
I
115.0-•••—•�—•—�•—
11.0 Percent
H
T
Max. Dry Density,
115.0P.C.F.
P
114.0
@ Test Locations The
C
I I I I
Density & Penetrometer
Readings Indicate the
P
I
"-"I—"
Degree of Compaction Meets
113.0 ••- •j� —j �- r"—' 1
Minim
fgr,�3
R
j I I I I
I to Natural Grade.
Y
j j I I I
.,.._..—,
`R Sib tech
112.0
8 9 10 11 12 13 14
J
Moisture - % of Dry Weight
County Building Department
corn
011110W
mnntW n Vat In v r- / RI I P. Nn , WWI / Julie E. Kellec P.E.f 68366