HomeMy WebLinkAboutKSM REPORTSKELLER, SCHLEICHER & MaCWILLIAM EN GI I A JD VG, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, L 77 °* S A5TIAN (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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 23, 2019
1812-0333
Wynne Development
6499 Alemendra
Spanish Lakes Fairways
Fort Pierce, Florida
SCANNED KSM JOB # : 190347-1 d/SS/cv
BY � a
St. Lucie County p, 4
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ITEM TESTED :
Compacted Foundation Fill
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY PROCTOR VALUE
COMPACTION
1. S.E.
0" - 12"
50+
110.8 112.6
98.4
2. S.W.
108.3
96.2
3. Center
111.6
99.1
4. N.W.
109.7
97.4
5. N.E.
111.4
98.9
Soil Description:
Brown and Orange
Sand with Clay
In Place Moisture:
7.5 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114.0 I I I 1 I I
W
E j I I I I I I
I 113.0 ..—�._..�..—�.—..�.._�._..T..—.
G
H I All
I I I I 112.0.._i._..PI I C 111.0 —.._ ...I.......—.
I FI I 110.0 �_..—......—.—..—�._.. .._.
D I I I I I I I
R I I I I I I I
Y 109.0 �.._�._..f..—�.—..� .._�._.. .._,
8 9 10 11 12 13 14 15
.gilding Department
Moisture - % of Dry Weight
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
01/25/2019 10:45 7725899469
KSM ENGINEERING PAGE 01/02
/8/;z - 0333
i1�171Vi
KELLER, SCHLEICNER & MacWILLIAM ENGINEE I J LE T WGP,l
MARTIN, (772) 337-7755 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBgSTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 768-WS
FAX,(561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589.6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
January 23, 2019
KSM JOB # : 190347-1 d/SS/cv
PERMIT #
1812-0333
SCANNED
CONTRACTOR
Wynne Development
County
RECEIVED
St.
LUCBe
JOB LOCATION
6490 Alemendra
]AN 2 5 Hig
Spanish Lakes Fairways
Fort Pierce, Florida
permitting DeDartmenr,
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+
110.8 •
112.6
96.4
2. S.W.
108.3
96.2
3. Center
"•
111.6
99.1
4. N.W.
109.7
97.4
5. N.E.
111.4
98.9
Soil Description:
Brown and Orange
Sand with Clay
In Place Moisture:
7.5 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
114.0 � I 1 I I I I
W
E
G
H
T
112.0, .. •.._..• ..
P
C 111.0 ..—�—�.---i -.—I
• I
F
110.0—.._�._... .._.._..� .._�.—.. ..�.
p ( I I I I I I
R I I I I I I I
Y f I I I I I
B 9 10 11 12 13 14 15
Moisture - % of Dry Weight
/ Building Department
Ronald G. Keller, P.E.: 37293 / SI Liu. No.: 860 / Julie I? Keller, P.E.: 6W66