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
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF- SAMPLE
March 11, 2015
15-010165
Wynne Development Corp.
36 Las Casitas
Country Club Village
Fort Pierce, Florida
Compacted Foundation Fill
JOB # : 150513-1 d/ES/jt
l,�)C)l-
DEPTH * PEN DRY MAX. DRY
READ DENSITY 'PROCTOR VALUE
PERCENT
COMPACTION
1. N.E.
0" - 12" 40
107.0 110.8
96.6
2. N.W.
1136
106.5 1196.1
3. Center
34
107.5 TV
97.0
4. S.W.
40
108.1 if97.6
5. S.E.
32
108.3 If97.7
Soil Description:
Brown and.Gray.$and .
In Place Moisture:
6.6 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation
*Perm0hWk#as,Taken to Natural Grade.
• ,\GENSF
Julie=-0Presf -
: ax
112.0 I I I I I
W I I I I I I
E I I I I I I
111.0 _..i .._..i .._..—.._.. .._.. i .._.._
G I I I I I I
H I I I I I I
T 110.0 i _..I. .._.. i .._.. _.. i .._.._
P I I I I I I
I I I I I I
F I I I I I
108.0 -
D I I I I I I
R
y 107.0-.._..�.._..�.._..�.._..--- _..-.._..�
9 10 11 12 13 14 15
Moisture - % of Dry Weight
.E
RECEIVED PAR 18 2015
re County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366