HomeMy WebLinkAboutSoil Compaction Report'Headquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB 1OCATIONr
1k, Ar ENGINEERINA
AV& AND TESTIL
..SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
September 16, 2019
DR Horton
Greekside Subdivision
Parcel B, Lot 65
Fort Pierce, Florida
PO Box 78. 377
Sebastian, FL. 32978.
'Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB. #: 184153-Lot 65/SS/jt
ITEM TESTED:
Compacted Foundation Fill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.Fj
COMPACTIOM:-
1. N.W.
0" -12" 50+
114.2
115.9
98.51YG "
2. Center
50+
113.6
98.0%
3. S.E.
50+
112.1
96.7%
Soil Description:
Light Brown Sand
with Shell and Silt
In Place Moisture:
1.1.9%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
115.9
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Unstak V datio 00
R ••��'
No.81439 `
� e
•
o TATE QF e Disclaimer: Contractor is responsible to maintain
•••4 G 1; �O�• �`,,�`' the,, building .,pad in the condition that KSM
••.. i..•
completed the indicated passed compaction test.
Bryan E.:Uafllwilp" KSM is not responsible if the building pad has been
V.P. of Engineering altered from the approved inspected condition.
PE # 81439 9/18/2019 -
Email to: metbournepermitting@drhorton.com; ryan@mjclanddev.,com
Proudly Serving Florida since 1990
117.0
W
E i r r l i i
G 116.0 i—.._ _ - _..__._.._-
T
P 115.0
C
114.0 _ 1 ' _ R
11 12 13 14
_. _, Mosture.�°10 of Dry Weight