HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTVL
KELLER, S0fiW@PbHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337- SEBASTIAN (772 589-0712
�� P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 )
PALM BEA 6 Y YII�V www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 8 rY E-Mail: KSMQKSMENGINEERING.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 June 11, 2018 KSM JOB # : 181905-1d/MH/jt
PERMIT # 1804-0287
CONTRACTOR Wynne Development RECEIVED
JOB LOCATION 14520 Dalia Avenue JUN 19 7018
Spanish Lakes Fairways
Fort Pierce, Florida Permitting Dept
St. Lucie County
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" 50 109.4 113.3 96.6
2. S.W. 50 108.6 1195.9
3. Center 50 111.3 98.2
4. N.E. 50 110.7 97.7
5. N.W. 50 108.8 96.0
Soil Description:
Brown Clayed Sand 114.0 - I I I I I
with Shell Fragments j W I I I I I I
In Place Moisture: E
8.6 Percent I I I I
G 113.0—
Optimum Moisture: H
11.0 Percent T
j I I I I I
Max. Dry Density: P
113.3 P.C.F. 112.0
C
@ Test Locations The
Density &. Penetrometer F
Readings Indicate the 111.0—� — — T- — I— —
Degree of Compaction Meets j I I I I I
for Minimum
t�ma�qgud��d 143R I I I I I I
*, L • ,l�exi�o Natural Grade. Y 110.o I-
rtfi�f v►fiii£fr��'•_ 8 9 10 11 12 13 14
' �`•' 6b Moisture - % of Dry Weight
F C �Le County Building Department
Emhlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
06/12/2018 11:37 7725896469-._ K5M ENGINEERING --- PAGE 01/02
Te OIL 9
A%LjAVA
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) 7fi8-8488
FAX (561) 845-8876 E-Mail• KSM@KSMENGINEEMNG.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 June 11, 2018 KSM JOB # : 181905-1dIMHljt
PERMIT # 1804-0287
RECENED
CONTRACTOR Wynne Development
JOB LOCATION 14520 Dalia Avenue
Spanish Lakes Fairways.
Fort Pierce, Florida
JUN 1 2 7018
PermltHng Department
St. Lucie County
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH
�i PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. S.E. 011 - 12"
50
109.4 113.3
96,6
2, S.W.
50
108.6
95.9
3. Center "
;50
111.3
98.2
4. N. E.
50
110.7
97.7
5. N,W
50
108.8.
96.0
Soil Description:
Brown Clayed Sand
114.0 1 I I I
I
with Shell Fragments
W
I I I I
I
In Place Moisture:
I I
I
8.6 Percent
I I
Optimum Moisture:
H
11.0 Percent
7
Max. Dry Density:i
F
113.3 P.C.F.
�
112.0 •j--. —•I——I._...I..—..I...
I_.. —'
•
@ Test Locations The
• C
j I I I I
I I I I
1
Density & Penetrometer
F
I I I I
I
Readings Indicate the
111-0 • — • — — I • �- • • • • — • r • — 'I— —
Degree n Meets
,gtQoMpm4,
Minim! K-U� #I*
D
I
.., . s,.
fore �i,�
R1o,
I I I I I
I •
J4�dding's Take%toIUturalGrade. Y
110.0
Fees •
8 9 10 11 12
13 14
-,,,,,,..
Moisture - % of Dry Weight
J~' 4
Pr+.�a.s* ++�
Fa lZ�ie County Building
Department
�s
Email to: doi±tyspanishlakes.com
I
Ronald G, Keller, P.E.:
37293 / SI Lic. No.: 860 1 Julie E. Keller, P.E.: 68366