HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 5-11-18KELLER, SCHLEICHER &
MARTIN (772) 337-7755 PO- BC
PALM BEACH (561 )845-7445
FAX (561) 5698845-8876
C.A. SCANNED
By
St Lucie 038Mv
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IlacWILLIAM ENGINEERING AND TESTING, INC.
78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
www.ksmengineering.net MELBOURNE (321) 768-8488
-Mail: KSM@KSMENGINEERING.NET ST, LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
,STM D 1657 and ASTM D 2922
DATE TESTED
March 29, 2018
KSM JOB # : 181092-1 d/MH/ct
PERMIT #
I�®3 -OS-0
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CONTRACTOR
St. Lucie Site Development
ANY 1,
?018
JOB LOCATION
Dunn Road
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St. 4 n @ coa�men
Lot 3, Dun I Road Estates
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Port St Lucie, Florida
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
DEPTH
* PEN DRY
MAX. DRY
PERCENT
OF SAMPLE
READ DENSITY
PROCTOR VALUE
COMPACTION
1. N.E.
0" - 12"
50 107.4
112.0
95.9
2. S.E.
50 109.6
97•9
3. Center
52 112.6
100.5
4. N.W.
50 108.3
96.7
5. S.W.
51 111.1
99.2
Soil Description:
Brown Sand with
Traces of Clay and Shell
In Place Moisture:
7.9 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.0 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum:ReQuired
n•
to Natural
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's�++0 #t19►09'1'1onald G. Keller, P.E.: 3
113.0
W I
E
G j
T 2 11:0
P
111.0 I—..—..j—.—..
c
F
• I I I I I
110.0—..—..j—..—.i—..—.i—..—.j.—..—j.—..—
D I I I I I I
R
y I I I I I I
109.0
8 9 10 11 12 13 14
Moisture - % of Dry Weight
/ SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366