HomeMy WebLinkAboutSOIL COMPAC TESTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
401 t ENGINES
CmPiYlAND TESTING
SOIL COMPACTION REPORT
ASTM D 1SS7 and ASTM D 2922
January 22, 2020
1911-0033
Grande Construction
13400 Palmetto Village
Bldg 9
Palm City, Florida
SCRNNED
By
St, Lucie County
L �� [—c�� Mailing
I PO [3ox 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB M 200298-8d/MH/jo
ITEM TESTED: Compacted Foundation Fill
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.W.
0" -12" 51
113.3 113.9
99.5%
2. Center
50
111.4
97.8%
3. S.E.
53
113.7
99.8%
Soil Description:
Brown Sand with.traces
115.0
of Rock
W
In Place Moisture:
E
I I I I I
I
Optimum Moisture:
H
I
11.0%
T
I I I I I
113.0 j—..—.J—..—
—..4_.. .—..1..—..:
Max. Dry Density: P.C.F.
P
I I I I I
113.9
I I I I I
C
I
@ Test Locations The
112.0—••—•I—
•—•I•—••—G•—••�••— ! ••—•••
Density & Penetrometer
F
I I I I
Readings Indicate the
111.0
I I I I f
Degree of Compaction Meets
D
Minimum Required
R
I I I I I
for Staked Foundation
Y
I I f I I
8
9 10 11 12 13 14
RespectfyllN 6ubr6i jted:
S.
•.• �\ �,,,....,,� (� •.,
• .Q 4
Moisture -% of Dry Weight
Disclaimer: Contractor is responsible to maintain
' the tested area in the condition that KSM
• ` T ,� completed the indicated passed compaction test.
ALI��`� KSM is not responsible if the tested area has been
•• • �"""�C�G •`�• altered from the approved inspected condition.
r �NAt-
PE # �i$i 6ll. „r.• 1/23/2020
Email to: greg@grandefl.com
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