HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTKELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1'1377, SEBASTIAN, FL SEB S I N (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net RECEIVEOLBOUR qE (321) 768-8488
FAX (561) 845-8876 E-Meiil: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 ! ; AUG 15 E�013 F �X (772) 589-6469
4jjjjUjdIji I �4b bUIL COMPACTION REP
a- i F Lucie County, Permitting
Rol ASTM D 1557 and ASTM D 9-2-2
'AKINVIq
DATE TESTE% August 7, 201
PERMIT # 1804-0760
CONTRACTOR
JOB LOCATION
ITEM TESTED
Wynne Development
7 Barcelona Liane
Spanish Lake's 1
Port St. Luci�, Florida
Compacted Foundation Fill
KSM JOB #: 182621 -1 d/SS/cv
TEST LOCATION DEPTH - PEN DRY MAX. DRY PERCENT
OF SAMPLE . I READ DENSITY PROCTOR VALUE COMPACTION
1. S. E. 0"-12"
2. S.W. 11
3. Center
4. N.W.
5. N. E.
Soil Description:
Brown and Gray Sand
with Some Clay
In Place Moisture:
9.2 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.5 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
n-lo Natural,'Grade
J:
7.
:7
36
104.9 109.5
95.8
39
106.4 11
97.2
41
107.8 If
98.4
37
105.1
96.0
41
107.2
97.9
111.0
W
E
1 110.0
G
H
T
109.0
P
C 108.0 ------------ --------
F
107.0 J— —
D
R
y
106.0
9 10 11 12 13 14 15
ie County IBuilding Department
nishlakes.com
I
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366