HomeMy WebLinkAboutKSM Soil Compaction reportKELLER, SCHL.EICHER & MacW.ILLIAM ENGINEERING AND TESTING, -I,NC.
MARTIN (772) 337-7755 �V,., 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 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED July 31, 2017 KSM JOB # : 172374-1 d/MH/ct
PERMIT # 1706-0372
CONTRACTOR Wynne Development
JOB LOCATION 42 Mediterranean Boulevard N.
Spanish Lakes 1
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 50
106.3 107.5
98.9
2.
N.E.
50
104.4
97.1
3.
Center
50
105.0
97.7
4.
S.W.
50
106.0
98.6
5.
S. E.
50
104.7 If97.4
Soil Description:
Brown Sand with
Shell Fragments
in Place Moisture:
10.8 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
107.5 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for StakjFAypdation.
* P�Io?%kef. #'faj�en to Natural Grade.
:stE-elver,
'lid ri3
.' o-
109.0 I
W
E I I I I I I
I I I I I I I
G 108.0 —..i —..i —..1 .....I —..� —..
H I I I I I
T I I I
107.0
P iIII --. •IIII .. — .III --....IIII\!7—
C106.0
F
--.... 105.0
D I I I I I I
R I I I I I I
Y 104.0-..—..�—..�-
9 10 11 12 13 14 15
County Building Department
kes.com
Moisture - % of Dry Weight
RECEIVED AU15 Q 3
'-,,-' UNAL Er _�\\
1/1111111O
Ronald G. Keller, RE.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366