HomeMy WebLinkAboutSOIL COMPACT TESTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION
T-7C 1 t ENGINEER-11
h f711VIL AND TESTINv
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 22, 2020
1911-0036
Grande Construction
13400 Palmetto Village
Bldg 2
Palm City, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineerin�g.neettt
/?IIrG�-,�J
KSM JOB #: 200298-2d/MH/jo
SQgNNEE)
St. Luc B County
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE DEPTH
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. S.E. 0" - 12"
50
113.8 113.9
99.9%
2. Center "
"
113.3
99.5%
3. N.W.
110.3
96.8%
Soil Description:
Brown Sand with traces
115.0 -
of Rock
W
I I I I I
I
In Place Moisture:
E
I I I I
I
6.2%
G
I
114.0 ..—.i—..——..—�.—. i..—..
i ..—...
Optimum Moisture:
H
I I I I I
I
11.0%
T
I
113.0 j—..—.i_..—
Max. Dry Density: P.C.F.
P
113.9
I I I I
I
C
I
@ Test Locations The
112.0 ••— I— •—•I•—••-4•—••—!••—
a ••—•••
Density & Penetrometer
F
I I I I
I
Readings Indicate the
I I I I
I
Degree of Compaction Meets
D
111.0 ••—•I—• — p— —r — y --
y —
Minimum Required
R
I I I I
for -Staked Foundation
Y
I I I I
110.0 �..—.;—..—..—..—;.—..�..—..
I
..—..,
a 9 10 11 12
13 14
�s•` J�\E �' K�(� �''•, Moisture - % of Dry Weight
EN
• N • •[�- Disclaimer: Contractor is responsible to maintain
the tested area in the condition that KSM
completed the indicated passed compaction test.
gD PzP•• �� KSM is not responsible if the tested area has been
' t%P �'nt• •'�NC9+�.•� altered from the approved inspected condition.
1/23/2020
Email to: greg@grandefl.com
Proudly Serving Florida since 1990