HomeMy WebLinkAboutSoil Compaction ReportK%DJAVJL
KELLER, 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
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
September 22, 2016
1608-0160
East Side Builders, Inc.
5230 Loggerhead Place
Ft. Pierce, Florida
ITEM TESTED Footings and Slab
KSM JOB # : 162580-1 d/MH/aj
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 50
108.7 109.7
99.1
2.
S.E.
50
109.3
99.6
3.
Center
50
107.3
97.8
4.
N.W.
50
104.3
95.1
5.
S.W.
50
108.1
98.5
Soil Description:
Brown Sand with Shell Fragments
In Place Moisture:
10.3 Percent
Optimum Moisture:
12.2 Percent
Max. Dry Density:
109.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree Imp btyg Meets
for t� AW"b�r�9
* en - eadin s T en to Natural Grade.
Pect d
111.0
W I
E
G 110.0 �..—.i_.._i._.. i.._..� ..—..I_.._.I._
H I I I I I I I
T i
109.0—
P I I I I I I
I I I I I I I
C I I• I I I I
108.0—
F I I I I I
I I I I I I
D 107.0—•l_.._l.—..1.._..L.._.1_.._1._
R I I I I I I
y I I I I I I
106.0—..—.I_.._I.—..-
9 10 11 12 13 14 15
Moisture - % of Dry Weight
RECEIVED Spi:27 2016
1�a�6aoI.com
Fax to and i&alil'io: St. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366