HomeMy WebLinkAboutKSM REPORTS - 2-5-19KELLER, 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 (561,1) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1567 and ASTM D 2922
DATE TESTED
February 5, 2019
KSM JOB # : 184336-1d/SS/jl
PERMIT#
1810-031.2
—� � a
00 - 03/ Z
CONTRACTOR
Diane Costanco
RECEIVE®
JOB LOCATION
26 Aqua Ra Drive
FEB 0 7 2'019
04�
Jensen Beach, Florida
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ST. Lucie County, Permitting
`fig 4
ITEMi TESTED
Compacted Foundation Fill for the Addition
00
TEST LOCATION
PEN
DEPTH
DRY MAX. DRY
PERCEa
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. West
0" - 12" 50+
109.8 111.1
98.8
2. East
1
50+
107.9
97.1
Soil Description:
Tan Sand -with
Shell] Fragments
In.Place Moisture:
7.0 Percent
Optimum -Moisture:
11.6 Percent
Max.' Dry Density:
111.1 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Deg I ,91, ompaction Meets
010
Ni iilbuN' SAWRd for
VV 112.0
E I
P I
. 110.0
C
F I I I I I
109.0.._..T.._.._�.._.._.�._.._..�-..—.._
D I I I I I
R I I I I I
Y1on-I—.._...-.._.._l.._.._.I._.._..;_..—..�
9 10 11 12 13 14
Moisture - % of Dry Weight
zv�DL ticI et(cvgmaiI.com
0jo"'Saint Lucie County Building. Department
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Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366