HomeMy WebLinkAboutCompaction TestHeadquarters
'�LC'1
NGINEERING•
Mailing
11345 U.S. High
StA
PO Box 78-137
Sebastian, F—L. 58•
ND'ESTING•
S aestian
2978
Orlando
589
723 Progress Way
SOIL COMPACTION REPORT*
• • C.A.# 5693
S 2771
ASTM D 1557 and ASTM D 6938
A"'
gin�g�et
DATE TESTED:
July 30, 2020 � • • •
KSM JOB
03525-1pd/MH/jo
CQNTjVT0j:
6& G Cor rgt���oIs
�E T
200�0078* •
JOB LOCATION:
5814 Myrtle�Drive
• NUC#
96300
Fort Pierce, Florida
Nuc Model:
MC-IDR-P
P.O. #:
2003088-Goedeke
Nuc Serial #:
30630
ITEM TESTED
Pool Sackfill CompactionlE
TEST LOCATION
- PEN* •DRY• • MAX. DRY
DEPTH
�PERCENT
OF SAMPLE •
•READ DENSITY PROCTOR
VAL%
^COMPACTION
1 Southwest
2
3•
4
5 o"Me s
6
7
8•
9 Northeast
10 —
11
12
100Oon
scr ion
BS 30d!
In Place Moisture:
9.
9.8% �
0'-1'
1'-21
2'-3'
3'-4'
0'-1'
1'-2'
2'-3'
3'-4'
0'-1'
1'-2'
2'-3'
3' -4'
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.8
Vst Loca�thDensi y &
Pe etrometer r ding indicate A
'W of Com0ction M e s
40
106.2
110.8
95.8%
50
•-•
• "
095.0%+
50
-
It
095.0% +
50
-
It
4095.0% +•
40
105.9
•110.8 •
95.6%
50
it
095.0%
50
-
4095.0%
50
•-
95.0% +
40
107.0
110.�*
96.6%
50
• -•
• "
095.0% +
50
-
095.0% +
50
-
095.0% +•
9VV9112.0 , I •I• I •1 140
•
G 111.0 i.._.J_.._.I._.._I._.._I.._..�.._.._
H I •I• I I•
T ••I 10.0
•I I 1. 1�•
P Y I • 1 40..— I•
• •
C 0109.0 � �. � 1 - —.1.— 1.�.— 1.. .. .. 1 '1/•1•,I I••
F
108.0 -
� �I
41 77.0 —.._.t_.._.l._.._i._.._l.._..-4.._..�
if 010 1 �15�
oisture - o of Dry Weig t
isc aimer: Contractor t• is resp•sib e o 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 # 8i43'9'' 7/31/2020
Email to: St Lucie County Building Department; abirmingham@angpools.com
_ Proudly Serving Florida since 1990