HomeMy WebLinkAboutKSM REPORTS'd'OIL B oft
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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 MELBOURNE 321 768-8488
FAX (561) 845-8876 www.ksmengineeHng.net ST. LUCIE ((772) 229-9093
)
C.A.: 5693 E-Mail: KSM�KSMENGINEERING.NET FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM-D 2922
REVISED
March 15, 2019
DATE TESTED
March 11, 2019
PERMIT #
1902-0171
CONTRACTOR
Wynne Development
JOB LOCATION
29 Mediterranean Boulevard W.
Spanish Lakes 1
Port St Lucie, Florida
SCANNED
BY
St. Lucie County
KSM JOB # : 191017-1 d/SS/ct
RECEIVED
MAR 21 anta
Permitting Depor."cnr
ITEM TESTED Compacted Foundation Fill St. Lucle (7,. wtv
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0" - 12" 50+ 112.7 113.3
99.5
2. N.E.
111.2
98.1
3. Center
109.6
96.7
4. S.E.
108.9
96.1
5. S.W.
110.3
97.4
Soil Description:
Brown & Tan Sand
with Clay
In Place Moisture:
8.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114.0
W
E I I I I
I
G 113.0 1 .._.l—.._l. ..1.. L.._..I_.._.
H
T
P 112.0 .._.�_. _�._.. �.._.. .. . �_.._.
I I I I I I
C
F
111.0 t—.._.I_.._I._..�.._.. p .._..I_..—.
j I I I I I
D j I I I I I
R
g Department
i i
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/15/2019 10:31 7725896d5?
KSM ENGINEERING
PAGE 01/01
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EBATATESTING, INC.
K E L L E S C H L E I G RENGINEERING
,
MARTIN (772) 337.7755
OBOX 781377, 5E8ASTIAN, 278-13-n
P MELBOURNE (321) 768-8488
PALM BEACH (561) 845-7445
www.ksmenginearing.net
ST. LUCIE (772) 229-9093
FAX (561) 845-8876
E-Mail: KSM@KSMENGINEERING.NEr
FAX (772) 689-6469
C.A.: 5693
SCANNED
BY
Sl]IL COMPACTION REPORT
St. Lucie County
ASTM D 1557 and ASTM D 2922
REVISED :
March 15, 2019
KSM JOB # : 191017-1d/SS/ct
DATE TESTED
March 11, 2019
PERMIT #
1902-0171
CONTRACTOR
Wynne Development
RECEIVED
JOB LOCATION
29 Mediterranean Boulevard W.
MAR 15 2019
Spanish Lakes 1
Port St Lucie, Florida
ST. Lucie County, Permitting
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
PEN DRY MAX. DRY PERCENT
OF SAMPLE
DEPTH
READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0" - 12" 50+ 112.7
113.3 9999.5
2, N.E.
111.2
109.6
96 7
3. Center
4. S.E.
108.9
96.1
5. S.W.
" " 110.3
97.4
Soil Description:
Brown & Tan Sand
with Clay
in Place Moisture:
8.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
115.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114.0 I I I I I
W 1 I I I I
e � Aii
I IGL.......JITI II IP112.0 i .. ..DIFI I
111.0-.._.)�.._).—...._...._.d�.._.
R I 1 I I 1
Y 110.0
5 9 10 11 12 13 14
Moisture - °% of Dry Weight
ding Department
Ronald G. Keller, P.E.: 37293 / SI lJo. No.: 860 / Julie E. Keller, RE-: 68366
Tip CP lk 2 V*
A%L-3AVL
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: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
-- SCANNED
DATE TESTED March 11, 2019 KSM JOB # : 191017-1 aMS/ct
PERMIT #
St. Lucie County
CONTRACTOR Wynne Development
JOB LOCATION 29 Mediterranean Boulevard W.
Spanish Lakes 1
Port St Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0"-12" 50+ 112.7 113.3
99.5
2. N.E.
111.2
98.1
3. Center
109.6
96.7
4. S. E.
108.9
96.1
5. S.W.
110.3
97.4
Soil Description:
Brown & Tan Sand
with Clay
In Place Moisture:
8.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
113.3 P.C.F..
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
114.0 i
W I
E
G 113.0�—••—
H I
T i
P 112.0 I —. —I.—....—.. �..—..
C I I I I
F
111.0..—.j—..—�.—..�..—..T..—..j—..—.
D
R I I I I I I
Y 110.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
?93 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366