HomeMy WebLinkAboutKSM Soil Compaction ReportKELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 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
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C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED August 21, 2017 KSM JOB # : 172580-1d/DP/ct
PERMIT #
CONTRACTOR
JOB LOCATION
1706-0378
Wynne Development
121 Calle De Lagos
Spanish Lakes
Ft. Pierce, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W.
0" - 12" 39
106.8 111.8
95.5
2. S.W.
36
106.4 1995.2
3. Center
41
106.9 If95.6
4. N.E.
44
106.5
95.3
5. S. E.
41
106.7
95.4
Soil Description:
Dark Brown Sand
In Place Moisture:
9.7 Percent
Optimum Moisture:
11.6 Percent
Max. Dry Density: .
111.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for St gked'FFblUln4y`ion.
* PeYI.a�jr#"n to Natural Grade
113.0 I I I I
W
E I I I I I
I I I I I I
G 112.0 —.. �..—..—.�—..—.. ..—..—�.—..—..
H I I I I
T I I I
111.0—..i..—..—.I—..—.. i ..—i.—..—..
P
I I I I I
C 110.0 —.. .———..—.. ..—..—_ —..
I I I I I
F I I I I I
109.0 ------
D I I I I I
R I I I I I
Y108.0—..—.. �..—..—.� —..—.. r ..—..—�—..—..,
9 10 11 12 13 14
Moisture - % of Dry Weight
:J4d I er,
TE
�kto:• �,c :�s'Ie County Building Department t RECEIVED AUG 2 5 2017
Emayl ba�gl ..... �Ahlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366