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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 November 15, 2017 KSM JOB# : 173303-2d/MH/ct
PERMIT# 1707-0390
CONTRACTOR Andrew Hunt
JOB LOCATION 5501 Echo Pine Circle E RECEIVE®
Ft. Pierce, Florida
--,NOV-2-2-2017
ITEM TESTED Shed Pad - Retest Permitting Department
TEST LOCATION * PEN DRY ie County NT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 011 - 1211 50 106.6 110.3 96.6
2. Center It50 105.2 it95.4
3. S.E. " 45 105.6 It
95.7
Soil Description:
Brown Sand W 111.0 1 I I I I I
E I I
In Place Moisture: I I I I I I
10.2 Percent
H 110.0 -� _. •_.._ _ .,_. :_.._.
Optimum Moisture: T I I I I
I I I I
12.0 Percent
— — - -- - - —P- — -
109.0 {—.._..j_..
Max. Dry Density:
110.3 P.C.F. j I I I I I
F
@ Test Locations The
Density & Penetrometer
Readings Indicate the D I I I I I
Degree of Compaction Meets R I I I I I
Minimum Required Y 107.0 ;—••—•I_.._.I—
for gtakLJd'Fbwr),dation 9 10 11 12 13 14 15
\��erygsf'a en to Natural Grade.
�Re��s,pe_etfa4�' b It{��: Moisture-%of Dry Weight
,j
rt;esiiritT E OF �Q✓
%� aail.'MF��iPunfi�� i�a gmail.com
�a ` �iplj� l tbA, `Lucie Count Buildin�q Department
onald G. Keller, E.: 3729 _/S Ln No.: 860 / Julie E. Keller, RE.: 68366