HomeMy WebLinkAboutKSM REPORTSKELLER, 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 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED August 19, 2016 KSM JOB # : 162234-1 d/SH/aj
PERMIT-# : - 1 W—Q 46 SCANNED
CONTRACTOR D & M Concrete BY
St. Lucie County
JOB LOCATION 12387 S. Indian River Drive
Fort Pierce, Florida
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" 37
104.8 108.1
96.9
2. S. Center
36
103.8
96.0
3. N. Center
37
104.2
96.4
4. N.W.
37
104.6
96.8
Soil Description:
Gray Sand
In Place Moisture:
W
109.0
9.2 Percent
E
I
I I I I I
Optimum Moisture:
GI
H
108.0
I I I I I
— I_.._.1_„ _ _.l_..— I._.._.
12.0 Percent
I I I I
T
I
I I
Max. Dry Density:
p
I
I I
I I I I I
108.1 P.C.F.
107.0 �•-_..�_..
.j_.._.�_.._.f_.._'._.._.
C
I
I I I I I
@ Test Locations The
I
I I I I
Density & Penetrometer
F
Readings Indicate the
106.0
Degree o\f%WMPb#pp Meets
I
D
I
I I I I I
�TaZ
Pen. Rad,'o I�tural Grade.
RiniufortnY
105.0 -•—••Ii
-••—•sI —••—•II—••—•tI —• —,I •—••—,
Re'sp�Otfurll�Ss
9
10 11 12 13 14 15
Moisture % Dry Weight
ST
- of
Ju
RECEIVED AUG '2 6 7016
Pre • 'G\��'�`�
..
Fax le County Building Department
Fax to: 772�I� �8667
Ronald G. Keller, P.E : 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
08/22/2016 13:39 772589� KSM ENGINEER PAGE 01/01
trClkt
j1LM"j
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: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED August 19, 2016 KSM JOB # : 162234-1 d/SH/aj
PERMIT # 806t05�
CONTRACTOR D & M Concrete
JOB LOCATION 12387 S. Indian River Drive
Fort Pierce, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
"PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY PROCTOR VALUE
COMPACTION
1.
S.E.
0" - 12" 37
104.8 108.1
96.9
2.
S. Center
36
103.8
96.0
3.
N- Center
37
104.2
96.4
4-
N.W.
37
104.6
96.8
Soil Description:
Gray Sand
In Place Moisture:
9.2 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
772468-8667
W 109.0 I I I 1 I
E I I I I I
I I I I ! I 1
T
Tii
P107.0I I
F I I I I I I
106.0 -
D I I I I I I
R I f I I I
Grade. 9 10 11 12 13 14 15
County Building Department
Moisture - % of Dry Weight -
RECEIVED WiG 2;31016
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E : 68366