HomeMy WebLinkAboutKSM REPORT - 3-3-16KELLER, 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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DAI E TESTED March 3, 2016 KSM JOB # : 160548-1 d/MH/ct
PERMIT #
I-SI
SCANNED
COBYNTRACTOR Mike Fields St Lucie County
JOB LOCATION 2367 Dyer Road
Port St. Lucie, Florida
ITEM TESTED Compacted
Foundation Fill
I
TEST LOCATION
DEPTH
* PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. N.E. 0"
- 12" 53
105.5 110.0
95.9
2 S.W.
1154
107.3
97.5
3. N. Column
of
55
108.8
98.9
4 S. Column
it58
108.0
98.2
5. West
53
106.9
97.2
Soi� Description:
Brown Sand
In Place Moisture:
W
111.0 -1 I I I
I 1
4.3 Percent
E
G
I I I I
I
Optimum Moisture:
H
110.0-
12.0 Percent
T
Max. Dry Density:
P
109.0-
110�.0 P.C.F.
@ Test Locations The
F..I_
j I I I
.. _ .1 _ .. _ . I _ .. _ . l _
108.0 a— — —
De sity & Penetrometer
I I I
!
I I
Readings Indicate the
Degree of Compaction Meets
D
I I I I
I I
Minimum Required for
Y
107.0
Uns�t*e&FdUAtlgt�on
9 10 11 12
13 14 15
*off o' to Natural Grade.
A- � u
Moisture - % of Dry
Weight
I ,.
m v. Si4 E i rOP.E.
K$c-ie County Building Department
.� RI A R 5
��9psfigvlsua�'Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366