HomeMy WebLinkAbout203797-1pd SignedX11345 P.S. H Sk t ENGINEERING Mailing,
11345 U.S. Highway 1PO Box 78-1377
*Sebastian, FL. 329580 feell;�;4_1AVLMNI) TESTING Sebastian, FL. 329780
eOrlando 0 110111 1 phone:772-589-0712,
723 Progress Way SOIL COMPACTION REPORT C.A.# 5693
OS
327710 • _ •ASTM D 1557 and ASTM D 6938 �S gine 4ng.net
DATE TESTED: August 12, 2020 KSM JOB # : 203797-1pd/DJ/jo
CONTRACTOR: Pipe ine oo s R'RiTf 200? -10154P=
JOB LOCATION:
7805 Lockwood Drive
O NUC #
0404
Fort Pierce, Florida*
Nuc Model:C-1
Elite
P.O. #:
Artman
Nuc Serial #:
31404
•
ITEM TESTED : M
Pool Backfill Compaction •
•
•
TEST LOCATION
DEPTH •PEN* *DRY*
is MAX. DRY
_PERCENT
OF SAMPLE
READ DENSITY
PROCTOR VALUE
COMPACTION
1 East 0'-16 40+ 110.6 114.0 97.0%
2 _ 1'-2: 4040+ •- • " 95.0%+
3 2'-3' 040+ - 95.0%+
4 • 3'-4' •40b - 95.0%+
5 NZrtho 0'-16 040+ 110.1 0114.00 96.6%
6 1-210 040 95.0%+
7 2'-310 040+ - 95.0%+
80 3'-46 *40+ - 95.0%+
9 West 0'-14 40+ 111.3 14.0 97.6%
10 1'-24 ,40+ •- • 95.0%+
11 2'-3' 040+ - it 95.0%+
12 3'-4' 040+ - t 95.0%+
So11Description: 40
Brown Sand* •W 115.0 ' • I I • I • I •
•E •I I• I I•
In Place Moisture: I • I I • I • I •
G
8.7%— • • 114.0 4— — — — -
Proctor Optimum Moisture: T D I I f I I
12.0% R
Proctor Max. Dry Density: P. F. • F Y
114.0 C I I I I e
@ e'11-111—fions th•Densi y • • • ,
Penetrometer reading indicate th€ F L . , _ .
112.0 i_.._.I._.._I._.._I.._..�.._.._
Degree of Compaction M • I I I I� I
Minimum Requirement
for pJ0tAb°�d°Backflll
t1 .. 111.0.._.i_.._.L_.._l._.._I.._..-4.._..n
•,�dt;s ttwIC! �Ifktted: 9001 •10 2 1*4 G15
• ASF ;�'rr Moisture - o o Dryeig t
No 8366 • •1•• 0 .0*Dclai: Cttis responsible mai�"nfa�
.� — -
�T � the pool backfill in the condition that KSM
completed the indicated passed compaction test.
+.J : �•' •KSM is not responsible if the poolbackfill has been
altered from the approved inspected condition.
PE #7683 ,;,.�•, - 0 8/13/20200 0 0
Email to: St Lucie County Building Department; pipelinepls@aol.com_
_ — Proudly Serving Florida since 1990
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