HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
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V,53C NE U SOIL COMPACTION REPORT
BY I
St Lucie coun1V ASTM D 1567 and ASTM D 2922
DATE TESTED June 15, 2018 KSM JOB # : 181982-1 d/SH/cv
PERMIT #
CONTRACTOR St. Lucie Site Development RECEIVED
JOB LOCATION 2025 W. Esplande Avenue JUN 18 2018
Fort Pierce, Florida . I
5T. Lucie County, Permitting
ITEM TESTED •
Compacted Foundation Fill
TEST LOCATION
* PEN
I DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
I
PROCTOR VALUE
COMPACTION
1. S.E.
0" - 12"
38
107.3
110.4
97.2
2. Center
to38
106.9
96.8
3. N.W.
if
37
105.8
95.8
FILE
CoU PY
Soil Description:
Brown Sand
In Place Moisture:
8.9 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degr,q,pf'IG.gg19 option Meets
P�eli eadin �Icen� Natural Grade.
e'
lol.com
j111.0 -
WI I
E
G ,
H 110.0 j— _.1_.._.I.
T I I I I I
I I I I I
F, I I I I I
1109.0
C: i
F�
108.0 i—
D I I I I I
R I I I I I
Y
107.0-.._.�_.._.�._.._�._.._�.._..
9 10 11 12 13 14 15
Moisture - % of Dry Weight
FILE COPY
-•v/ins -
1111111110
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366