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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
ASTMI D 1557 and ASTIR D 2922
DATE TESTED April 28, 2017 KSM JOB# : 171290-1d/SH/cc
PERMIT# 1701-0371
CONTRACTOR Wynne Development
JOB LOCATION 54 Ipanema Way
Spanish Lakes Country Club
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Fort Pierce, Florida _
ITEM TESTED Compacted Foundation Fill
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TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 38 105.6 109.0 96.9
2. S.E. to37 105.1 96.4
3. Center 39 106.9 98.1
4. S.W. 39 107.2 98.3
5. N.W. 38 106.3 97.5
Soil Description:
Brown Sand
110.0 1 I I I I
In Place Moisture: E I I I I I I
8.6 Percent
Optimum Moisture: H 109.0
12.2 Percent ! I I I ! I
T I I I I I
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Max. Dry Density: P I I I I I
109.0 P.C.F. 108.0
C I I I I I E
@ Test Locations The
Density & Penetrometer F
I I I I I
Readings Indicate the 107.0 =— —
r
Degree of Compaction Meets
Minimum Required D I I ( I I
fo�x,WW IlPjwnclation. R I I I I I I
�Aaken to Natural Grade. Y 106.0
���Rs• ty''' • it : 9 10 11 12 13 14 15
N O. f J Moisture-%of Dry Weight j
RECEIVE p R
AP
Mail toLucie County Building Department CEI V
lakes 052017
.corn E� `` 'r 0 5,20
/it/11NAL
11111�� I
Ronald G. Keller, P.E.: 37293/SI Lic. No.:860 / Julie E. Keller, P.E.:68366
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