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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 # : 171660-1 d/MH/cc
PERMIT# 1705-0246
CONTRACTOR Wynne Development nt
Y p
JOB LOCATION 11 Placido Lane
River Front
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.E. 0" - 12" 50 108.6 109.6 99.1
2. S.E. 50 106.8 97.4
3. Center 50 105.7 96.4
4. N.W. 50 106.6 97.3
5. S.W. 50 107.3 97.9
Soil Description:
Brown Sand with Traces of Clay
111.0 1 I I I I
W
In Place Moisture: E I I I I I I
8.6 Percent
Optimum Moisture: H 110.0 _ I
12.0 Percent I I I I I I
T I I I I I
Max. Dry Density_ I 1 - --—I -- —---- - --- -
109.6 P.C.F. 109.0 -1— _..j_.._. ------j_.._..
C I I I I
@ Test Locations The
Density & Penetrometer F
Readings Indicate the 108.0 =— —
Degree of Compaction Meets r I
Minimum Required D I I I I I
for Ste R I I I I I
* P . tir - to Natural Grade. Y 107.0 — I _..I _••I —..I_••—.•I —.
'` +4 � 9 10 11 12 13 14 15
® o
0
N o.
Moisture-% of Dry Weight
v
0
a BFE ° ft
e� RECEIVED JUN 02 2012
° II t ig County Building Department
akes.com
r��B ;ON
Ronald G. Keller, P.E.:37293/SI Lic. No.: 860 / Julie E. Keller, P.E.:68366