HomeMy WebLinkAboutKSM REPORTTAP VIkAf
KELLER, 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 1567 and ASTM D 2922
DATE TESTED January 17, 2019 KSM JOB # : 190251-1d/SS/ct
PERMIT #
i
CONTRACTOR
JOB LOCATION
1809-0614
Marr Builders
3505 Avenue K
Ft. Pierce, Florida
Q
0
%1_F�Fo
c�i�ti7 ?01
'• <4cPpPAd ,17
co�ry� eh�
ITEM TESTED Compacted Foundation Fill for the House Addition
TEST LOCATION
DEPTH
PEN
DRY MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12"
28
102.6 106.8 96.1
2.. S. E.
33
104.1 97.5
3. S. Center
32
103.2 96.6
4. Center
30
102.9 96.3
5. West
27
102.2 95.7
Soil Description:
Gray & Brown Sand
108.0 -
I I I I I
W
I
In iPlace Moisture:
E
I I I I I
I
3.8 Percent
I
G
I I I I I
107.0 �-- _.i _.._i............... i_.._.
Optimum Moisture:
T
I
j I I I I I
12.0 Percent
106.0
P
Max. Dry Density:
I I I I I
106.8 P.C.F.
C
105.0
@ Test Locations The
Density & Penetrometer
104.0
Readings Indicate the
D
I
Degree of Compaction Meets.
R
Minimum Required
Y
I I I I I
forStakgoff...d1MaWQn
103.0
9 10 11 12 13 14 15
S. K eC *0*
,111*0�
R�'\w ';
Moisture - % of Dry Weight
i
dentSTATE OF
E 1 rhoo.com
FaX°Q i, tU.�u - "County Building
Department
aft
y ffff4f!111. ld G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366