HomeMy WebLinkAboutCompaction test'FWdqMMF I ENGINEERIN �' M,InT11345 U.S. Highway 1 PO Box 78-1377�•Sebastian, FL. 32958• 1VL%ik
17 jripND TESTING Sebastian, FL. 329780
• Orlando • hone: 772-589-07120
723 Progress Way SOIL COMPACTION REPORT 40C.A.# 5693
*Sanford, F10327710 • MLASTM D 1557 and ASTM D 6938 • •KSMengineering.net
DATE TESTED: July 16, 2020 KSM JOB # : 203246-1pd/MH/'o
CONTRACTO : A exan er Poo s E� RM : 2 03-0501
J�L
12790 N Cinna on W
NUC#
0630
Palm Cit lorida
Nuc Model:
A Serial #:
MC-IDR-P
30630
P.O. # :
RLtd
ITEM TESTED
Pool Backfill Compaction
TEST LOCATION
0 V
DEPTH PEN• •DRY•
•READ
MAX. DRY
*PERCENT
�
OF SAMPLE
DENSITY
ES
PROCTOR VALUOMPACTION
C
1 West Side
2
3
4
5 North End
6
7•
80
90 Southeast E
11
1'-24
2'-3'
3'-4'
12 3'-4'
So i escription-
Brown Sand with traces
of Clay agm is
In Place oist:
5.6%
Proctor 0 timum Moisture:
12.0°0
Proctor Max. Dry Density: P.C.F.
113.3
@lest Locations the Density
Penetrometer reading indicate t e
Degree,of,�Awp.4� Lion Meets
M i�Requ�••��hrX,�
�testful�l•� bmftt'ed'p•
•" �p•ONo. 68366 =,
. }�' •�8T F OF l
Pr id
50
112.6
113.3 •
99.4% •
50
•-•
V "
95.0%+
50
-
it
95.0% +
50
-•
it
95.0% +
50
11.4
•1?3 •
98.3%
50
•95.0%
50
•95.0% +
•
50
095.0% .
50
111.1
113.�
98.100
50
-
95.0% +
50
-
95.0% +
50
-
95.0% +
�W`
E I• •I •I I •I I•
1 •
I
G•114.0—.._.1_.._.I._..—I._.._I.._..�.._.._
H *'**I
•I• I •I I•
T D_ 1• •I •I•' I I•
R113.0
i� •I I� I• 0I I' •
0C40112.0
F I'•.toe
/1• I •I ��
6111.0 �� • I •I•.• I.•.•i..•.. �a •
I
9110.0..—.j—..—.;._..-1._.._1..—..�..—..�
• 90 W0•12fillf • 14 0150
Moisture - % of Dry Weight
Disc" laimer: Cont is response e to main ain
-= the pool backfill in the condition that KSM
_ completed the indicated passed compaction test.
KSM is not responsible if the poolbackfill has been
altered from the approved inspected condition.
PE # 6836� 7/17/2020 •
Eo: St LucgCty Bjng Dpartment; alexandercustompools@hot
Prcudly Serving Flor°da since 1990