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
V007 C 1 it ENGINEER711
" 17 A%% AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 22, 2020
1911-0029
Grande Construction
13400 Palmetto Village
Bldg 7
Palm City, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 200298-6d/MH/jc
SCANNED
St, LUCie 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.W.
0" -12" 50
108.9
113.9
95.6%
2. Center
110.9
97.4%
3. N.E.
112.2
98.5%
Soil Description:
Brown Sand with traces
of Rock
In Place Moisture:
7.6%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
113.9
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation
115.0
W I
I 1 I I I I
G 114.0 I—..—.i—..—.I _..—..—.. �..—.. ..—...
H I I I I I
T
113.0..—.i—..——.. i .—..1..—.:I ...
P
C I I I I I I
112.0
F I I I
I I I I I G
D 111.0 i..—.I—..—.I.—..—r.—..y..—..rt..—...
R I I I I I
Y I I I I I I
110.0..—.;—..—.;.—..—;.—..�..—..T..—..,
8 9 10 11 12 1314
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
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.
Email to: greg@grandefl.com
Proudly Serving Florida since 1990