HomeMy WebLinkAboutKSM REPORTTip Calk Aff lq6)0
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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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1567 and ASTM D 2922
DATE TESTED June 28, 2019 KSM JOB # : 192567-1 d/SS/ct
PERMIT #
1902-0479
CONTRACTOR
J.C. and Son's Homebuilders
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aECEIVEo
JOB LOCATION
5809 Spruce Drive
Sp le),
AUG 2 7 TM,
RUCie
Indian River Estates
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Pe,itting Department
Ft. Pierce, Florida
(V
5t. Lucie County
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+
108.1
112.9
95.7
2. N.W.
"
"
109.3
96.8
3. N.E.
12" - 24"
107.8
95.5
4. S.W.
If
108.6
96.2
5. S.W.
24" - 36"
"
109.2
96.7
6. Center
107.3
95.0
7. N.E.
109.4
96.9
Soil Description:
Gray Sand with
Traces of Clay
In Place Moisture:
9.7 Percent
Optimum Moisture:
11.6 Percent
Max. Dry Density:
112.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
W 114.0
E i
H113.0 i .._..1.._.._I..-. _.l-.._..I-.._.._
I I
T
P 112.0
I I I I I
C
F j
I I I I
110.0 I I I I
D I I I I
R
Y 109.0 .F_..-..F.._..�
9 10 11 12 13 14
Moisture - % of Dry Weight
93 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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