HomeMy WebLinkAboutDISAPPROVED KSM SOIL COMPATION REPORT 12-12-17f
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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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
REVISED
December 27, 2017
DATE TESTED.
December 12, 2017 KSM JOB # : 173736-1 d/SH/cv
PERMIT #
1708-0643
CONTRACTOR
Wynne Development
JOB LOCATION
55 Villas Del Norte
Spanish Lakes Country Club Village
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
*PEN DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE
READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0" - 12"
37
104.8
109.3
95.9
2. S.W.
38
105.9
96.9
3. Center
38
106.1
97.1
4. N.W.
37
105.0
96.1
5. N. E.
39
107.6
98.4
Soil Description:
Brown Sand
110.0
I I I
I I
W
I
I I I
I I
In Place Moisture:
E
I
I I
I I
9.2 Percent
I
I
I I I
I I
G
109.0
Optimum Moisture:
H
11.0 Percent
T
I I I
I
Max. Dry Density:
P
109.3 P.C.F.
C
1
I I 1
I I
@ Test Locations The
I
I I I
I
Density & Penetrometer
F
107.0 —
—•I._.._l._..J.._..1.._.._
Readings Indicate the
.—
Degree of Compaction Meets
I I I
I I
Minimulr%1�9aVired
D
I I I
I I
f. V. Fk�f�n
R
I
I I I
I I
LNto Natural Grade.
106.0
•.
8
9 10 11
12 13 14
No.. 6 Moisture - % of Dry Weight
-fluke OF. E
10
d t10
�a� • , oi• 11 ie County Building Department
Ei1haJ ishlakes.com
onald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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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
leo
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED December 12, 2017
PERMIT # 1708-0643
CONTRACTOR 4Wynne ent
JOB LOCATION Bella D e
Spanish Lakes Country Club Village
KSM JOB # : 173736-1 d/SH/cv
Fort Pierce, Florida
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" 37
104.8 109.3
95.9
2.
S.W.
to38
105.9
96.9
3.
Center
38
106.1
97.1
4.
N.W.
37
105.0
96.1
5.
N.E.
39
107.6
98.4
Soil Description:
Brown Sand
In Place Moisture:
9.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
109.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for, 0 Fbyuldation.
P en to Natu
..
uli er, P
F
• c�QQ ' ,o: �icie County Building Department
�NAI. ,,ishlakes.com
�I fill 1 �1� Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
3 14
,?ISAPPR(JVt;D
/ Julie E. Keller, P.E.: 68366