HomeMy WebLinkAboutFENESTRATION MANUFACTURER CERTIFICATEl V
SCANNED
KELLER,�,C, tLQI"fR & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) PO. 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
May 16, 2018
KSM JOB # : 181673-1 d/SS/aj
PERMIT #
1712-0742
CONTRACTOR
Wynne Development
RECEIVED
JOB LOCATION
6471 Alemendra
Fairways
fNAY .2 3 2018
Ft. Pierce, Florida
Permitting Department
St. Lucie county
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION DEPTH * PEN
OF SAMPLE READ
DRY
DENSITY
MAX. DRY PERCENT
PROCTOR VALUE COMPACTION
1. S. E. 0" - 12" 40
107.1
110.6 96.8
2. S.W. 38
106.4
It96.2
3. Center 41
108.0
it 97.6
4. N.W. 40
107.2
if96.9
5. N.El. 40
106.9
96.7
Soil Description:
Brown Sand with. Some Clay
112.0
I I I I I
W
I
I I I I I
In Place Moisture: E
I
I I I I I
14.2 Percent I
111.0
Optimum Moisture: H
12.0 Percent T
I I I I I
110.0 �.._.1_.._.I.
_I._..—..rt.._.._
Max. Dry Density: P
I
I I I I
110.6 P.C.F.
I
I I I I I
C
@ Test Locations The
109.0 �.._.�_
._.�._.._f._..�.. .._.._
Density & Penetrometer F
I I I I I
Readings Indicate the
I I I I
Degree of Cgr�pt-l�fiibH�ets
108.0.L.._.I_.._.I._..—I._..-.._..
—.._
Minimum`•, KF�� i��,f D
I
.
I I I I I
for Staled Pen'ai 1� •.�,� °ram R
I I I I I
* Pen.,Readin�s Taken N,aturjsl Grade. Y
107.0
P�t d l56
9
10 11 12 13 14 15
m
E
Moisture - % of Dry Weight
residenr'
Fax and MtA q`e%�ounty Building Department
Email to: dotty@spanishlakes.com
Ronald G. Keller, P.E.: 37293 / St Lic.
No.: 860 /
Julie E. Keller, P.E.: 68366
05/17/2018 11:54 7725896469 KSM ENGINEERING PAGE 01/05
OIL IT
JMLJA /i
KELLER, SCHLEICHER & MacWIL LIAM ENGINEERING AND TESTING, INC,
MARTIN (772) 337-77W PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmenginearing.net ME48OURNE (321) 768-84a$
f=AX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.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 May 16, 2018
PERMIT # 1712-0742
CONTRACTOR Wynne Development
JOB LOCATION 6471 Alemendra
Fairways
Pt Pierce Florida
KSM JOB # : 181673-1d/SS/aj
RECEIVED
MAY 17 7018
Department
ITEM TESTED
Compacted Foundation Fill
Penning
St. Lucie County
TEST LOCATION
* PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.E.
0" - 12" 40
107.1
110.6
96.8
2.
S.W.
38
106.4
if
96.2
3.
Center
41
108.0
IT97.6
4.
N.W.
40
107.2
If96.9
5.
N.E.
40
106.9
If96.7
Soil Description:
Brown Sand with Some Clay
In Place Moisture:
14.2 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degreeij',ggrgppction Meets
Min'l;lt� Q�f�
f
`'� PRE Ing" enCi Natural Grade.
Moisture - % of Dry Weight
� r
i
0 yi
L'lcie County Building Department
nishlakes.com
Ronald G. Keller, P.E.: 37293 / SI U0. No.. 860 1 Julie E. Keller, P.E.: 68366