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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 March 10, 2017 KSM JOB# : 170732-1 d/MH/cc
PERMIT# 1701-0378
CONTRACTOR Wynne Development
JOB LOCATION 8 Grande Vista Way
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.E. 0" - 12" 50 102.7 107.5 95.5
2. S.E. " 50 103.6 If
96.4
3. Center 50 104.4 if , 97.1
4. N.W. 50 102.8 95.6
5. S.W. 50 105:6 98.2
Soil Description:
Brown Sand
109.0 -1
I I I I I I
In Place Moisture: E I I I I I I
6.6 Percent
G 108.0 i
Optimum Moisture: H
11.0 Percent I I I I
T '
I I I I I I
107.0 —..—..—..—.. —. —.. —..—..•—..—..
Max. Dry Density: P I I I I I
107.5 P.C.F. I I I I I I
@ Test Locations The
C 106.0 �..—..I ..—..�..—..�..—..�.. ..�..—..
I I I I I
Density & Penetrometer F
Readings Indicate the
Degree of Compaction Meets 105.0 —
Minimuq, qR hit6d,, I I I I I I
forMni
�d:�€�t �f RWiaI�fg to�,Natural Grade. Y 104.0 —
R�s •tf y S bmi 8 9 10 11 12 13 14
N 3,S
7. Moisture-%of Dry Weight
•
EIVED MAR 17 2017
J - er; P.
REC
F Ofi�county
Building Department
Em-I 61 lakes.com
Ronald G. Keller, P.E.:37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366