HomeMy WebLinkAboutCompaction testHeadquarters —
11345 U.S. Highway 1
'Sebastian, FL. 3295W,
Orlanda� _
723 Progress Py
74?
DATE TESTED:
%IT&
CONTRACTOR:
JOB LOCATION:
"*lILM1 t ENGINEERING
I% gj6VL AND G
SOIL COMPACTION REPORIO
ASTM D 1557 and ASTM D 6938
August 28, 2020
2007-029�
Adams Homes
8213 Amalfi Circle_
Lot 18 Blk 2, Waterstone
mauing
P� O Box 78-1377�
Sebastian, FL. 32978
Phone: 772-589-07120
C.A.# 5693
KS Meng in�g.g
KSM JOB #: 204168-1d/CH/jo
0 WC WP '417 110
Nuc Model: 3500
Nuc Serial #: 3417
• • -
%ort Pierce, Florida •
,ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN 9
DRY
- MAX. DRY _
PERCENT
40OF SAMPLE 0
DEPTH 40 READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
1. S.W.
• 0" - 12" 45
110.1
112.2
98.1%
02. N.W.
6119 47
111.0
04
098.9%
3. Ce
,4. S.E.
5. N.E.
0411 Acription:
Brown Sand with Cla
and Shell
In Place Moisture:
.5�
Proctor Optimum Moisture:
11.0%
of
45W
01" 43
45
40 Proctor Max. Dry Densit : P.C.F.
112.2
@ At Rations thmwity &0
Penetrometer readings indicate the
Degree of Compaction Meets
Minimum Requirement
for Staked Foundation
�sp ce tfully Sub
110.5 " 98.5%
109.9 "el 98.0%
110.2 if , 98.2%
O1� I Ail
OE I 1 I 10
,
I �113.0 , 0 I 0 4914D 0 (� ��..� 1� � G A 0 0 e1• • I 0 01 • I �
H
T
0112.0
�P
�C1.0a-,�I_
i• I Ole I •110
F I• 0.J
sopo.0 f�
D
�R
y 109.0 .._..�
10 110012
0
Moisture - o o Dry Weight
Disc aimer: Contractor is responsible to main ain
nth tested area in h�ondition at KSM6
i�co#pleted the indicad pissed compion test.
SKSM is not responsible if the tested area has be&
Miltered from the annrosc
� ; � OF �• ��_-
AL
i I I \ 8/31/2020 do
• Email to: St Lucie ui ing Department; rick ams omes.com
P o y Serving FI ri si 1