HomeMy WebLinkAboutCompaction TestHeadquarters ��ec
%Lo& ENGINEERING Mailing,11345 U.S. Highway 1 ,PO Box 78-1377
*Sebastian, FL. 329580 j AND ESTI N G Vastian, FL. 329780
6Orlando_ 0 Phone:772-589-0712
723 Progress Way SOIL COMPACTION REPORT 0 OC.A.# 5693,
—
4%Sa 7710 -ASTM D 1557 and ASTM D 69•
DATE TESTED: August 3, 2020 KSM JOB #: 203586-1pd/CH/jo
C0"Ta- is or 1 200 0704 �
JOB LOCATION: 5180 NW Dunn Road 0 O NUC # 0417
Fort Pierce, FloridaO Nuc Model: 3500
P.O. # : M GOD _ Nuc Serial #: 34170
— 00
ITEM TESTED Pool Backfill Compaction
TEST LOCATION 0 DEOPEN• •DRY • MAX. DRY •PERCEN6
OF SAMPLE READ DENSIT% PROCTOR VALU� COMPACTION
1 North Side 0'-1' 40 107.6 112.2 95.9%
2 1'-2' 40 - 95.0%+
3 2'-3' 45 - 95.0%+
4 3'-410 45 - 95.0%+0
5 SfutheRst 4001-110 43 108.1 0112.2 96.3%
406 V-20 45 " 95.0%+
7 2'-3jo 45 - it 95.0%+
80 3'-46 47 - it 95.0%+
9 Southwest 0'-14 45 108.4 112.2 96.6%
10 V-2jg 45 95.0%+
11 2'-3' 47 - 95.0%+
12 3'-4' 47
Brori pt.
n SadL
Shell
In Place Moisture:
12.8
Proctor Optimum Moisture:
11.0%
Proctor Max. Dry Density: P. F.
112.2
@-est Loca 11111
ions th•Densi y &
Per etrometer reading indicate th
Deg re of Compaction Meets
Mini*KWR�ouirp,ment
_e\ � _ .- Am
.R�jdasc ►t •
95.0%+
0
,W 114.0
E I I I I I I
OH •I I� �I�
TRl . I� 41,
0P Y
111.0
OF
110.0 -�..!—..—.�._..—�.—..—�.._.. �..—.._
109.0..—.�—..—.1._.._�.—.._;..—..�..
80 %�°� 13
ois ure - /° o Dry eig t
ul
eDisclver: Cont1rctor is responsible to Antain
oithe pool backfill in the condition that KSM
completed the indicated passed compaction test.
40KSM is not responsible if the poolbackfill has been
altered from the approved inspected condition.
'`R # 81439 � 08/4/2020
Finail to: St Lucie Building Department; jmcustompoolsinc@gmail.conib
Proudly Serving Florida since 1990
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