HomeMy WebLinkAboutKSM REPORTS0% Aff
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
DATE TESTED
December 10, 2018
KSM JOB # :
184224-1 d/MR/cv
PERMIT #
1811-0263
CONTRACTOR
Wynne Development
j
SCAN
vo CDo
JOB LOCATION
8 Quito
NIE®
Spanish Lakes Country Club Village
at Luce
R
Fort Pierce, Florida
COunt
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" 44
104.1 108.7
95.8
2. IN. E. 45
105.1 1196.7
3. S. E. 43
103.8
95.5
4. S.W. 45
104.7
96.3
5. Center- • 45
104.6
96.2
Soil Description:
Gray Sand
110.0 i I I I I
l
In Place Moisture:
W
10.3 Percent
E
Optimum Moisture:
G109.0
I
12.�0 Percent
H
MaX. Dry Density:
T
I I I I I
108.0
I
108.7 P.C.F.
P
I 1 I I
I
@ Test Locations The
Density & Penetrometer
107.0 I _ •� _ _I _ I — I —
I— _
Readings Indicate the
F
Deg ree of Compaction Meets
Mirimum Required
�_ I I I
106.0 ....................... I I I I
_ —
I
for Unsta ked� Foundation.
I I I I
I
1) t
Pdi Tip en to Natural Grade.
R
Y
i
I I I I
105.0
I
R
�•;��
ti•.
9 10 11 12 13
14 15
Moisture - % of Dry Weight
:: Ju --
wPr i nt
;F t.• • ie'County Building Department
/�rIII I „OWnald G. Keller, P.E.: 37293 / SI
Lic.
No.: 860 / Julie E. Keller, P.E.: 68366
12/11/2018 15:51 772589941�9 KSM ENGINEERING PAGE 01/02
TAP ,�'A ►& / '?)lO - 0), 63
KELLER, SCHLEICHER & MacWILLIANI ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
i ALM BEACH (561) 845-7445 ' MELBOURNE www.ksmen ineerin 321 het ( ) 768-8488
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
G.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT ;
ASTM D 1657 and ASTM D 292F 613 y
DATE TESTED December 10, 201'8 KSM JOB a# : 18r24a�1d/4R/cv
PERMIT * : 1811-0263 SCANNED
CONTRACTOR Wynne Development By
'StLuc1e �
JOB LOCATION ; 8 Quito REc QYnty
Spanish Lakes Country Club Village
Fort Pierce, Florida DEC 1 12010
ITEM TESTED Comp Foundation i=ill Permitting Department
TEST LOCATION '"
DEPTH
PEN
DRY MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12"
44
104.1 108.7 95.8
2. N.E.
45
105.1 It96.7
3. S.E. "
43
103.8 It95.5
4. S.W.
45
104.7, It96,3
5. Center
45
104.6 96.2
Soil Description:
Gray Sand
110.0 � I I i I l
In Place Moisture:
W
I I I I !
10.3 Percent
E
I
I 1 l I I I
109.0D
Optimum Moisture:
12.0 Percent
H
j
Dry Density:
T,Max.
108.0108.7
P.C.F.
P
nil
a@ Test Locations The1070Density & Penetrometer
!headings Indicate the
F1
Degree of Compaction Meets
Minimum Required
I i I l
106.0 I— • — — .. . _ .. i • . .. — �..
for Unstaked Foundation.
„ � �
ti i!.►�To en to Natural Grade.
RPeR�%
105.0
9 10 11 12 13 14 15
z _ Moisture - % of Dry Weight
=:Presi nt
t UCounty Building Department
.com
��F11IIII 111ft&,s1ki G. Keller, P.E.- 37293 / Sf Lic:. Np.; 860 I Julie E. Keller, PE,: (58366