HomeMy WebLinkAboutCompaction reportsIVA
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 ' ' MELBOURNE 321 768-8488
www.ksmengineering.net ( ) i
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
March 16, 2017
KSM JOB # :
170798-1 d/MH/cc
PERMIT #
1701-0508
CONTRACTOR
Wynne Development
JOB LOCATION
6 Barcelona Lane
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
*PEN
DRY
MAX. DRY
.-. PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1. S.W.
0" - 12" 50
109.9
110.6
99.4
2. N.W.
50
106.8
96.6
3. Center
50
106.9
96.7
4. S.E.
50
105.9
95.8
5.. N.E..
50
105.3
95.2
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture:
7.3 Percent
Optimum Moisture:
11.6 Percent
Max. Dry Density:
110.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings. Indicate the
Degree of Compaction Meets
Miniq, n)' ' ito
i
�t�f1r
:�Pera,A•F� lac r °e;kQrilo Natural Grade.
-RRes e fu y-Su ter; d: s,
0 68 6
112.0 I I I I I
W
E I I I I I
I I I I I I t
G 111.0 i —..� _..� —..� _..i _..� _..
H I I I I
T 110.0—
P
I I I I i
C 109.0
• I I I I I I �
F I I I I I I
108.0—
D I I I I I I
R I I I I I I
Y 107.0
9 10 11 12 13 14 )5
_QOie County Building Department
iishlakes.com
Moisture - % of Dry Weight
I
i
RECEIVED MAR2 4 2017
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
03/17/2017 15:42 77258964E KSM ENGINEERING PAGE 01/05
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j%Fj"L
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7T55 P.O. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589170712
PALM BEACH (561) 845-7445 wwwAsmengineering_net MELSOURNE (321) 768-4488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING�.NET ST. LUCIE (772) 229/9093
G.A.: 5693 FAX (772) 589T6409
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
SOIL COMPACTION REPORT
ASTM O 1557 and A,STM D 2922
March 16, 2017
1701-0508
Wynne Development
6 Barcelona Lane
Spanish Lakes 1
Port St. Lucie, Florida
KSM JOB # : 170798-1 d/MH/,cc
TEST LOCATION
* PEN
DEPTH
DRY MAX. DRY
... PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTi6N
1.
S.W.
0" - 12" 50
109.9 110.6
99A
2
N W
50
106.8 9196.6
3•
Center
50
106.9
96.7
4.
S. E•
" 50
105.9
95.8
5.
N.E.
50
105.3 "
95.2
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture:
7-3 Percent
Optimum Moisture:
11.6 Percent
Max. Dry Density:
110,6 P.C.F.
@ Test Locations The
Density 8 Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimal 1W6Uitad.
Natural Grade
,des �t d:
er P. RECEIVED MAR 17
C e County Building Department
A Jshlakes.com
ljlllfl+•
I
Ronald G. Keller, Pt[-�.: 37293 / SI Lic. No.; 86fl ! Julie E. Keller, r? E.: 66366
Moisture - % of Dry Weight