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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 May 26, 2017 KSM JOB # : 171662-1d/MH/cc
PERMIT# 1705-0235
CONTRACTOR Wynne Development
JOB LOCATION 7 Aragon Lane
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. S.E. 0" - 12" 50 103.6 106.6 97.2
2. S.W. it50 104.2 If97.7
3. Center It50 103.9 97.5
4. N.E. of50 102.4 96.1
5. N.W. of50 103.3 96.9
Soil Description:
Brown Sand
108.0 1 I I I I I
W
In Place Moisture: E
10.8 Percent
Optimum Moisture: H 107.0 -
12.2 Percent I I I I I I
T I I I I I
- — --Max.-Dry Density:----- ------ --- - �— -- I I — -- --�- - - - -
106.6 P.C.F. 106.0 —
@ Test Locations The I I I I I
Density & Penetrometer F I I I I
I I I I I
Readings Indicate the 105.0 -I—••—- - ••—-
Degree of Compaction Meets r I I I
Minimum Required D I I I I I
Rfor Stakgglifk uWption.
* P Y 104.0
'VI i to Natural Grade. I I I I II II......
' ',•0 9 10 11 12 13 14 15
Moisture-%of Dry Weight
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Ronald G. Keller, P.E.: 372931 SI Lic. No.:860 / Julie E. Keller, P.E.:68366