HomeMy WebLinkAboutKSM REPORTRf�jY�
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 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
C.A.: 5693
FAX (56845-8876 8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED May 16, 2016
PERMIT # 1603-0341
CONTRACTOR Wynne Development Corp.
JOB LOCATION 7 Villas Del Norte
Ft. Pierce, Florida
KSM JOB # : 161260-1 d/MH/aj
SCANNED
'S2. Luc{ecouwty
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH 'PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 60 111.3 114.4 97.3
2 N.W. 60 112.0 97.9
3. Center 60 111.7 " 97.6
4. S.E. 60 112.6 98.4
5. N.E. 60 111.9 97.8
Soil Description:
Brown Sand
115.0 1 I I I I I I
In Place Moisture: E I I I I I I I
10.8 Percent I I I I I I I I
G I I I I I I
Optimum Moisture: H I
0 =—•—I—
10.6 Percent T 114.I I I � �I •• I• I I
P I I I I I I
Max. Dry Density: I I I I I I I
114.4 P.C.F. c I I I I I
@ Test Locations The F 113.o i —I._ I •,_•.I_••_I._.• I . _. I_.•_
I I I I I I
Density &Penetrometer
Readings Indicate the D
Degree of Compaction Meets R I I I I I I I
Minim urr�� qVfor
Sta `�tl`�ggnfla112.0
�i 7 8 9 10 11 12 13 14
`Pbn �5�����+ ��'f9�Natural Grade.
ispeCiN S blTl�ft Moisture - % of Dry Weight
8�6
` RECEIVED MAY 627 2016
IlerE- ?
FaxfG�/`�'Qj�{}yEiilclt�y Building Department
Email to. fitltt§anishlakes.com
onald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
05/17/2016 11:17 7725896469
KSM ENGINEERING
PAGE 02/03
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KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING ANDETTEESS AN LING, IN7C.
MARTIN p72) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 3297$-1377 89-0
MELBOURNE (321) 70B-8488
PALM BEACH (551) W-7445 wwwAsmengineering.net ST, LUCIE (772) 229-9093
FAX (661) 645-9e76 E-Mail: KSM®KSMENGINEERING.NEr FAX (7/2) 589-8469
C.A.:5893 SOIL COMPACTION REPORT
ASTM D 15fi7 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
May 16, 2016
1603-0341
Wynne Development Corp.
7 Villas Del Norte
Ft, Pierce, Florida
KSM JOB # : 161260-1d/MH/aj
TEST LOCATION DEPTH "PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1,
S.
0" -121, 60
111.3 114.4
97.3
N.W.
60
It2
112.0
3.
Center
60
111.7
97.6
4.
S.E.
60
112.6
98.4
5.
N.E.
60
111.9
97,8
Soil Description:
Brown Sand 116.0 1 I I 1 I I l
W I I I I I I I
In Place Moisture: E I I I I I I I
10.8 Percent I
c I I I I I I
H
Optimum Moisture: T 114.0-
10-6 Percent I I I I I I
P I I I I I I I
Max. Dry Density: I I 1 I I I I
114.4 P.C.F.
_ �.._.•I— —j —.. . _.—.._
F 1130 I I I I I 1 I
@ Test Locations The
Density & Penetrometer
Readings Indicate the D
Degree of ;Rinypction Meets R I j I I I I I
tnlr�Wld1�� �Sr�! Y112.0
S
St d jy 7 B 9 10 11 12 13 14
Re�'Vatural Grade.
w Moisture - 4 of Dry Weight
Pre. y ..,�.••G�,
Fax to: /'3timy Building Department
Email to: dotty@s�aai� akeS.COPrL1 37293 ! SI Lic. No : 860 / Julie E. Keller, P.E.: 68366
on .Keller. B