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
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
Revised:
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
September 14, 2017
September 5, 2017
17060377
Wynne Development
13960 Encantardo Circle
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB # : 172769-1d1MH/jl
ITEM TESTED Compacted Foundation Fill
TEST LOCATION * PEN DRY MAX. DRY PERCENT
:OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1. - N.,E.
2. S.E.
3. Center
4. N.W.. .
5:, S.W.""'
Soil Description:._
Brown Sand with- Shell
Fragments
In Place Moisture:
9.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
0" - 12" 52
107.7 110.9
97.1
" 50
108.7
98.0
" 50
108.9 "
98.2
" 50
107.6
97.0
" 51
107.4
96.8
@ Test Locations The
Density & Penetrometer
Readings Indicate the
D WZ?1!15jft Action Meets
jP s T.akeFtto Natural Grade.
�pect u rrtitted:
m STt
V Oy
e®s hea0e1e�4��*,,
Email to: dotty@spanishiakes.com
112.0
W
E I
G 111.0
H I I I I I I
T
I I I I
P 110.0 _..—i.—..—
• I I I I I I
C
109.0 — — �— — — —� — —
F
D 108.0 _ ;_..._ .. — — .. _ .. _
R I I I I I I
Y I I I I I I
107.0--.._..�_..—.�_.._.�._.._;-
9 10 11 12 13 14 15
Moisture - % of Dry Weight
RECEIVED SEP 19,2017
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366