HomeMy WebLinkAboutCERTIFICATE OF TERMITE YTREATMENT 11-27-1707/10/2017 14:54 7725896 Co KSM ENGINEERING y PAGE 04/06
%NJ vA
K.ELLER, 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) 846-7445 wvvw.ksmenglneering.net MELBOURNE (321) 768�8488
FAX (56l34F-8876 E-Mail: KSMOKSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.. 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM b 1557 and ASTM D 2922 .
DATE TESTED
July 7, 2017
PERMIT # ;
1705-0638
CONTRACTOR
Wynne Development
JOB LOCATION
44 Golf Drive
Spanish Lakes 1
Fort St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 172106-1 d/MH/cC
TEST LOCATION
DEPTH w PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
, DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" - 12" 50
.107.2
110.3
97.2
2.
S.E.
if 50
108.2
if98.1
3.
Center
51
107.4
97.4
4.
N.W.
50
106.3
96.4
6.
S.W.
50
107.1
97.1
Soil Description:
Brown Sand
In Place Moisture:
10.1 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
110.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minim fletp*gd
for-sil sdFFAM2"rli0_
r�►11►• Natural Grade
a. ?36
rrrl 71,64J%►
111.0
W
E I
H 110.0 - — .! — IFI_
..1
I I I
T
P
109.0 ( ..,..�.. �..,..�.._..j.
C I I I I I
F
108.0 �..._...�..� .,�..—..j�._—..j—.
D I I I I I I
R 1 I I I I I
Y 107.0 ,..�•._..� _.,..�..—..-o — .j—..r...,
S 9 10 11 12 13 .14
County Building Department
hlakes.com
Moisture - % of Dry Weight
RECEIVED J(lL 1 1 2017
Ronald G. Keller, RE.: 81 Lir.. No,; 560 1 Tulle E. Keller, P.E.; 68366