HomeMy WebLinkAboutCompaction Test A%IJAVL
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: 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 June 23, 2017 KSM JOB# : 171976-1d/MH/ct
PERMIT# 1704-0167
1704-0068 R E c a v=
CONTRACTOR South Florida Aluminum Products
JUL - 3 2017
JOB LOCATION 7800 McClintock Way
Savannah Club
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. S.W. 0" - 12" 50 102.6 107.3 95.6
2. N.E. 50 106.0 98.8
Soil Description:
Brown Sand
108.0 - I I I I
In Place Moisture: W I I I I I
8.2 Percent E I I I I I
.L..—. .
Optimum Moisture: G 107.0 r
12.2 Percent T I I I I I
I I I I
Max. Dry Density: P I I I I I
107.3 P.C.F. 106.0 L .._..�.. �_.._.�_.._.�_.. �_-•—•
C I I I I I
@ Test Locations The I I I I I
Density & Penetrometer F I
I I I I
Readings Indicate the 105.0 L —
Degree of Compaction Meets D I I I I I I
Minimum Required R I I I I I I
for gtaWff'P ,ff0lion Y I I I I I I
to Natural Grade. 104.0 �- — — — — — —
9 10 11
e �
'EIVE
4 • I s
N Moisture-°/ f Weight
JUL 10-.2017
4an8 t Srt.. id'County Building Department ; '?
Psi: t us ioflalum.com
f w �6s�• C
d4ees°asae�`�Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366