HomeMy WebLinkAboutKSMSCANNED rTaIr am R
fit- Lucie County 91%LAVA
KELLE;R, 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)I845-8876 E-Mail: KSM@KSMENGINEERING.NET S 9-9093
C.A.: 5693,E RECEI\tRD(772) 5 9-6469
SOIL COMPACTION REPORT AUG 1 -�
ASTM D 1557 and ASTM D 2922
ST. Lucie County, Permitting
DATL TESTED August 7, 2018 KSM JOB # : 182623-1 d/SS/cv
PERMIT # 1806-0604
CONTRACTOR Wynne Development
JOB LOCATION 37 Monterey Way
Spanish Lakes 1
Port St. Lucie, Florida
I
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
IIOF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 46 110.2 111.5 98.8
2. �. E. 38 107.6 " 96.5
3. Center 47 111.4 99.9
11
4. S.E. 41 106.9 95.9
5. S.W. 43 109.5 98.2
i
Soil D
wescription:
Bron Sand with Clay 113.0 - I I I I
W
In Place Moisture: E I I I
10.1 Percent 112.0 -- — — — — —
G
11
Optimum Moisture: H j I I
12,'0 Percent T
111.0 �—
Max. Dry Density: P I •_.j_.._. _.. �.._ . � ..—..j_.._.
111.5 P.C.F. I I I I I
est Locations The I I I I I
Density & Penetrometer F
Readings Indicate the11
Degree of Compaction Meets 109.0
!I D
Mlinl �� P R I ! I I I I
fV ...�, d���
keno Natural Grade. Y 108.0 �— —•I— —I — I I I
`\
Rs'itte
• .� 9 10 11 12 13 14 15
�gp� � �
NO 83 I Moisture - IN, of Dry Weight
rY �
e
�1;ucie County Building Department
�anishlakes.com
II Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366