HomeMy WebLinkAboutCompaction report 04/14/2017 .14:26 7725896469 KSM ENGINEERING PAGE 03/04
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KELLER,' SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN(772)337-7765 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@KSMENGINESRING-NET ST. L.UCIL(772)229-9093
C.A.:5693 FAX(772)589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED : April 13, 20'17 KSM JOB#: 171115-1 d/MH/cc
PERMIT# 1701-03715
CONTRACTOR : Wynne Development
JOB LOCATION 6572 Zapata
Spanish Lakes Fairways
Fart Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION * PEN DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12" 50 105.7 110.5 95.6
2, N.E. IF50 110.3 It99.8
3.. Center OF
50 107.8 97.6
4. S.W. 50 106.3 96.2
5. S.E. 50 109.2 98.8
Soil Description:
Brawn Sand with Shell Fragments
112.0 1 I I 1 1 I
W
In Place Moisture: E I
8.3 Percent
G 111.0 .._..� ..� ..�.._ ..�...._..�_...—..I_..._..
Optimum Moisture: H
11.0 Percent T
Max. Dry Density: P
110.5 P.C_F. I I I I I
C109.b
@ Test Locations The
Density & Penetrometer f+
Readings Indicate the
Degree of Compaction Meets 108.0
Minimurrk �
D
for U 't'#�,��; .A R 1 I I 1 1 I
* P�'I. "luatural Grade. Y 107.0
r ,..Rgd-re�ffull . 6bmi $ 9 10 11 12 13 1�4
Moisture-%of Dry Weight
Y
Jua a ,,rP F
F xp;+ ounty Building Department
ail4?akes.com
Rdnald G. Keller,P.E.:37293/SI Lic"No.:860 / Julie E. Keller, RE.:68366
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