HomeMy WebLinkAboutSoil Compaction Report11eadquarters
1345 U.S. Highway 1
0
ENGINEM
Aff"I"
.J
PO Box 78-1i377
n, FL. 32958
K
AND TESTING
FL. 32978
OSebastian,
rlando
Phone: 772589-0712
723 Progress Way
C.A.# 5693
Sanford, FL. 32771
SOIL COMPACTION REPORT
KSMengineering.net
ASTM D 1557 and ASTM D 6938
DATE TESTED:
March 27, 2020
KSM JOB #: 184153-Lot 57JDPI
PERMIT M
Nuc #:
528
RECEIVED
CONTRACTOR:
DR Horton
Nuc Model:
MC-10R-P
JOB LOCATION:
Creekside Subdivision
APR 16 020 Nuc Serial #:
MD049528
Lot 57, Trinity Circle
Port St. Lucie, Florida
ST. Lucie County, Permitting
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE (P.C.F)
COMPACTION
1. N.E.
0" -12" 70
115.6 117.9
98.0%
2. N.W.
71
116.7
99.0%
3. Center
69
115.2
97.7%
4. S.E.
70
115.6
98.0%
5. S.W.
74
117.3
99.5%
Soil Description:
Brown Sand with Some Clay
and Shell
In Place Moisture:
5.9%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
117.9
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
119.0
I I I I I
W
I
E
I I I I I
G
118.0 I—..—.i—..—.I.—..—�.—.....—..
i ..—...
11
T
I I I I
117.0
P
I
I I I I I
C
I I I I I
116,0—..—.I
..-1.—.._F.—..�..— .4..—...
F
I I I
•
115.0..—.1—..—.I.—..—r.—..�.._..t..—...
I I I I I
D
R
I I I I I
y
114.0 �..—.;—..—.;.—..—;.—..�..—..
I I I I I
; ..—..,
8
9 10 11 12 13 14
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the building pad in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the building pad has
been altered from the approved inspected
condition.
Proudly Serving Florida since 1990