HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNED
BY %L 9
St Lucie County A%"MA
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 July 9, 2018 KSM JOB # : 182250-1d/SS/ct
PERMIT # 1712-0725
CONTRACTOR Wynne Development
RECEIVED
JOB LOCATION 33 Las Casitas
Spanish Lakes Country Club JUL 2.3 2016
Fort Pierce, Florida Permitting Departmen,
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" 41
106.6 110.8
96.2
2.
S.W.
1145
108.1 If97.6
3.
Center
49
110.0 if
99.3
4.
N.W.
47
109.5
98.8
5.
N. E.
45
108.9
98.3
Soil Description:
Brown and Tan Sand
112.0 - I I I I I
In Place Moisture:
W
E
j I I I I I
8.2 Percent
I
111.0
G
Optimum Moisture:
H
12.0 Percent
T
110.0—..—.i—..— —.. _..—..j—..—.
Max. Dry Density:
P
i..—
I
110.8 P.C.F.
I I I I I I
@ Test Locations The
C109.0—..—.�
—�.—.. �..—..—.—..—.
I I I I
Density & Penetrometer
F
Readings Indicate the
Degree of Compaction Meets.
108.0
Minimum Required
D
for S40fiawrQttion.
R
I I I I I I
* Poe11. �tlitlig� T kQn to Natural Grade.
,!i ... O
Y
107.0 �- — • I I I I I
r-..-r.-..�..-..r..-.y-••-ti
�4
0
9 10 11 12 13 14 15
w '•;
N•
Moisture - % of Dry Weight
Jul
• idEsTAT r •
�18
jqj t- County Building
c'a'n,•• •
Department
d y(t�'�ib`1'llakes.com
�yf;��+►O1141 1 Iq nald G. Keller, RE.: 37293 / SI
Lic. No.:
860 / Julie E. Keller, P.E.: 68366
07/10/2018 13:15 7725896469 KSM ENGINEERING PAGE 02/04
i
imij AVA
KELLER, SCHLEICHER & MaOWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN FL 32978-1377 SE13ASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwAsmengineering.net MELBOURNE (321) 758-8488
f-AX (561) 845�8876 E-Mail: KSMnKSMENGINEERING.NET ST. LUCIE (772) 229••9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
DATE TESTED July 9, 2018
PERMIT # 1712-0725
CONTRACTOR Wynne Development
JOB LOCATION 33 Las Casitas
Spanish Lakes Country Club
Fort Pierce, Florida
ITEM TESTED : Compacted Foundation Fill
KSM JOIN # : 182250-1 d/SS/ct
RECEIVED
JUL 10 7010
Permitting Department
St. Lucie County
TEST LOCATION
DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF.SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.E.
0" - 12" 41
106.6
110.8
96.2
2.
S.W.
45
108.1
it
97.6
3.
Center
49
110.0
If
99.3
4.
N.W.
47
109.5
it98.8
5.
N.E.
" 45
108.9
If98.3
Soil Description:
Brown and Tan Sand
In Place Moisture:
8.2 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets.
Minimum Required .
for StaWciffour4ption.
Qe.jaq�OWIrAeri to Natural Grade.
112.0 I I I I I
W
E I I I
I I I
I 111.0
H
T
P
G 109.0
••�_..--
F I I I I I
108.0 L.._.!_...�!.�..!.._..! .._.._......
D I I I I I f
R I I I I I I
107,0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
G County Building Department
lakes.com
14#I6tI'4'6na1rl r?, Ifej:cj-. P.1=.: . :>73! S1 Lit% No.: 860 / .liglc E. Kr-.41k.,r, RE4 G83GG