HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTRlunoo aionl isLJ A
KELLER, SGILEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 3NWOS I?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
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
May 16, 2018 KSM JOB # :
1712-0740
Wynne Development
8 Nuestra Isla
Country Club Village
Ft. Pierce, Florida
Compacted Foundation Fill
181675-1 d/SS/aj
RECEIVED
MAY. 2 31019
I"Ormitting Department
St, Lucie County
TEST LOCATION
*PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY PROCTOR VALUE
COMPACTION
1. N.E.
0" - 12" 41
107.2 110.8
96.8
2. S.E.
43
108.1 It97.6
3. Center
40
106.5 it96.1
4. S.W.
37
105.8
95.5
5. N.W.
39
106.3
95.9
Soil Description:
Brown Sand
112.0 i I I I
I 1
I
In Place Moisture:
E
111.0 4—-
12.9 Percent
1
I I I I
I I
Optimum Moisture:
FGi
110.0-
12.0 Percent
T
I I I
I I
Max. Dry Density:
P
I I I I
I I
110.8 P.C.F. I I I I I I
@ Test Locations The
Density & Penetrometer F I I I I I
107.0
Readings Indicate the
�.._.� _.�._.._�._..�.._ .� .._...
Degree ,e(jgA y6ction Meets I I I I
/� 106.0 -I—
Minign IRjOiR r� p—.._.�._..—r._..y.._..
1` pro, R
�I I I I I I
'erj. Readings to•Natural Grade. Y 105.0•—••—•I—••—•I•—••—I•—••—I••—••
�Respecft C U t e' 9 10 11 12 13 14 15
Moisture - % of Dry Weight
Fa Li A"'OLNNOWde County Building Department
Email to: 6(tfydspanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
05/17/2018 11:54 7725896469. K5M ENGINEERING - PAGE 03/05
t
%F elk t
J&QAVi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 357.7755 RO, BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www?ksmengineering.not MRLB,QURNE (321) 768-8488
FAX (561) 845-8876 E-Mail- KSMOKSM ENGINEERING. NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589.6469
DATE TESTED
'PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
May 16, 2018
1712•-0740
Wynne Development
8 Nuestra Isla
Country Club Village
1=t• Pierce, Florida
KSM JOB # : 181675-1 d/S$/aj
RECEIVED
MAY 17 2111-
Permitting Department
St. Lucie County
ITEM TESTED ' Compacted Foundation Fill
TEST LOCATION DEPTH w PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12"
41
107.2 110.8
96.8
2. S. E. "
43
108.1 "
97-6
3. Center
40
106.5
96.1
4. S.W.
37
105.8
95.5
5• N.W. "
39
106.3
95.9
Soil Description:
Brown Sand
112.0 I I
1 I 1
In Place Moisture:
W
I I I I I l
t�.._•j•_.._'-I----.-F•
111.0 I-- — — — • • -
12.9 Percent
I
I
Optimum Moisture'
G
H
I I
170.0 J —_.�--••�.�.j. .,i,._
I I I
�,•_....I...�---
12.0 Percent
T
I I I
I I l
Max- Dry Density:
P
110.8 P•C_F.
I I
I 1 I
@ Test Locations The
Density & Penetrometer
I I I
I I I
Readings Indica
`�f he
107,0 •.._.� — j — --I
— �.._ .�•
Degree of♦+AA�ets
r�re�
I I
I t I
MinimL* R :
D
106,0-I�••—•j,.._ j _ —f
— �.._.. _.,.
for StAed•Ir�'o n """'tS'`` .
" PE9T
R
Y
I
Ra' di ke o� at;6 Grade.
1o5.0 �— i— — I — —I
—. —I . _. • .. _ ..,
R„
0 11
12 13 14 15
' -
yf
Moisture - % of Dry Weight
Julie ,;�•
Pr ictei� '�A;%�'
F tmt i II. ale, County Building Department
Email to: dotty@spanishlakes.com
Ronald G. Keller, P.E-: 37293 / SI
Lic. No -- 860 / Julie E. Keller, P.E.: 68366