HomeMy WebLinkAboutKSM REPORT 11-27-18III
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KPLEICHER & MacWILLIAM ENGINE
ERING AND E
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A, , -LL881845-7445 07?�-8Y4M BEACH (56A
Swww.ksmengineerng.net T. LUCIE (772) 229-9093F (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET
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5693 FAX (772) 589-6469
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SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
ATE TESTED November 26, 2018 :KSM JOB # : 184051 -1 d/MH/ct
# 18080639
ONTRACTOR J.A.F. Tractor and Bobcat Services 62V'/
OB LOCATION 7875 Saddlebrook Drive Ot��C
Port St. Lucie, Florida /e CoUotL
EM TESTED Compacted Foundation Fill
TEST LOCATION *PEN
DRY MAX. DRY PERCENT
OF SAMPLE DEPTH READ
DENSITY PROCTOR VALUE COMPACTION
1. N.E. - 0" - 12" 54
114.5 116.5 98.3
S.E. 56
116.2 99.7
Center 53
115.3 99.0
1 N.W. 56
116.0 99.6
S.W. 54
q
114.7 if 98.5
S,ol it Description:
Brown Clayed .Sand
vliith Shell Fragments
118.0 -
I I I I I I
I Place Moi1.sture: E
6 �3 Percent I
G
Optimum Moisture:
I I I I I I
117.0 _.j_.._�._..�.._..�.._..�.._..
I
H
1 .0 Percent T
j
Dry Density:_
116.0
iax.
P
1 16.5 P.C.F.....
I I
j
Test Locations The c
Density F
I _ I I. I
115.0 -- —.............
I I I
& Penetrometer
I
R adings Indicate the
I I I
D gree of Compaction Meets D
114.0—
M'pimum Required R
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fo Lim `� ' A'Fo�ndation Y
%e'',,�� II,cen to Natural Grade.
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qoARM113.0
A
--. -- ._..� .._..r.._.,
8 9 10 11 12 13 14
s
Moistgre - % of Dry Weight
•;•••.1i��trice@gmail.com; Port St Lucie Building Department
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1 Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366