HomeMy WebLinkAboutCompaction TestHeTdgliarters
11345 U.S. Highway 1
Sebastian, FL. 329589
Orlando
723 Progress Way
Sanford, FL. 32771�
�D•ETESTED:
IT"D
CO1TRACTO?
O1 A' ENGINEERING �8-137g
PO Box 78-13776
lidSebastian, FL. 329780
L4 �L! D�'ESTI N G Phone: 772-589-07120
SO L CO PACTION REPORT* C.A.# 5693
�STM D 1557 and ASTM D 6938 �KSMengineering.net
July, 2020
POP-0277•
DPGo en omes
OJWOC4104: 5315 Treetop Trail
F Pier , F ri a
Age
ITEM TESTED: Com pacted Foundation Fill - Final Lift
KSM JOB #: 203096-2d/DJ/jo
ul� c Nfodel: IC-1 Elite
0 S 031404
TEST LOCATION
DEPTH,
PEN
WRY
—MAX. DRY _
PERCENT*
*OF SAMPLE
READ
DENSITY
PROCTOR VALUE (P.C.F)
COMPACTION
01. S.E.
0" - 12"
34
106.9
110.9
96.4%
0 2. S.W.•
34
106.5
110
096.0%0
03. Center
040+
109.0
110
098.3%0
04. N.WO
0"
040+
108.4
"•
097.79/60
5. N.E.
0"
040+
109.2
"
098.59/4
Soil D11cription:
Brown Silty S=
;In7Placeoisture:
13.7%0 —
Proctor Optim- ois ure:
2-01a0••M
Proctor Max. Dry Density: P.C.F.
110.9* M — 40
*0@j ?s t Loc�y feDensi &%
• PerTetrometer reTdings indicate t
Degree of Compaction s
Minimum Requirement
for Unstaked Foundation
Respectfully Submitted:
,wee+"°i���r , D
o. E. E. KEzz .
o- 36
O; STATE OF
.�
•112.0
VV" • •I OI I I I �I
1 1 1 0 01/Oji*
01.. 1 ..—.i e..*I.* .._
,H • • 1 0148
T0110.P01
FI I'
D !0
R �! l Ole *1 1 *'eel*
0 011 120 13 1414 15
oisture roof 100 Dry Weight
Disc: Contractor is responsiblelo main ain
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 ins ected condition.*
CE
ident �% _
7/21/2020
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