HomeMy WebLinkAboutcompaction testIlweadqMuarters
11345 U.S. Highway 1
*Sebastian, FL. 329580
Orlando
723 Progress Way
Sanford, FL032771
it
ENGINEERING IVI ANII STING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED: J� 1�6� 2`020
PERMIT #: 2005-0200
Mailing
XO Box 78-1377
tian, FL. 32978
Phone: 772-589-0712
- C.A.# 5693
KSMengineering.net
KSM JOB #: 202666-1d/DJ/jo
NUC # 404
• •o • •
CONTRACTOR:
Adams Homes
Nuc Mo el: MC-1 Elite
4RACATIO?
5343 VeS- Sleet
N• Serial #: 31404
Lot 126, Block 5, Waterstone
-
Fort Pierce, Florida
Foundation
ITEM TESTED:
Compacted Fill
TEST LOCATION
0OF SAMPLE
DEPTH PEN DRY
READ DENSITY
MAX. DRY PERCENT
PROCTOR VALUE (P.C.F) COMPACTION
1. S.E. 0" - 12"
W
40+
107.0
110.1
97.2%
2. S.W. 11
"
107.5
"�
97.6%
3. Center It
It
106.2
96.5%
4. N.WO ifit
106.9
97.1%
5. N.E. if105.6
95.9%
Soil Descrip ion:
112.0 -
I I I
I I
1
Brown Sand with traces
E
E
I I I
I I
I
of Shell Fragments
In Place Moisture:
G
111.0 4—
9.5% —
H
I I I
I I
I
T
Proctor Optimum Moisture:
110.0
_ I _ . , L , , — ,I,
_ • , _ , — . ,I— ,
, —I. , — , . .
12.6%
P
I I
f�l
Proctor Max. Dry Density: P.C.F.
C
I I: I
I • I
I•
110.1—
109.0
.... .—.
I ..—I..—...
� �
F
I�
@ Test Locations tTie Density &
Penetrometer readings indicate t a
108.0
I I I
I I
I
D
Degree of Compaction Meets
Minimum Requirement
R
Y
I
I I I
I I I
I I
I I—
I
I
for Staked Foundation
107.0 •
— —
—
014
Rsp�ctf 11 S omitted:
9
10 11 12 13
15 16
o
Moisture - /o of Dry eight
O'`ti000111pit#,,e,,os Disclaimer: Contractor is responsible to maintain
E:,{'•, the tested area in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the tested area has been
altered from the approved inspected condition.
Jvf o
•I'. f�®I • �� 00
PE v8
� r� •,see
# (36,,y,+•` *6/17/2020
Email to: St Lucie Building Department; rick.johnson@adamshomes.com
Proudly Serving Florida since 1990