HomeMy WebLinkAboutSoil Compaction ReportHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
CONTRACTOR:
JOB LOCATION:
Tl 10 1 t' ENGINEERING
i117iVi AND TESTING
SOIL COMPACTION REPORT
ASTM D'1557 and ASTM D 6938
May 20, 2021
RECEIVED
A & G Pools
MAY` 2 4:'2021
7683 Pelican Pointe Drive
Jensen Beach, Florida parPnitting Department
gt, Lude County
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 213795-1pA/MH/ah
PERMIT ,;1Q# 02.
NUC # 630
Nuc Model: MC-IDR-P
Nuc Serial #: 30630
ITEM TESTED :
Pool Backfill Compaction
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH READ
DENSITY
PROCTOR VALUE
COMPACTION
1
N.E.
0'-i' 50
108.1
108.8
99.4%
2
1'-2' it-
If95.0%
+
3
2'-3' "
-It95.0%
+
4
3'-4' "
-
1195.0%
+
5
N.W.
0'-1' 50
107.6
108.8
98.9%
6
1'-2' 11-
"
95.0% +
7
2'-3' "
-It95.0%
+
8
3'-4' "
-
If95.0%
+
9
S.W.
0'-1' 50
108.3
108.8
99.5%
10
1'-2' IT-
1195.0%
+
11
2'-3' "
-1195.0%
+
12
3'-4' 11-
If
95.0% +
Soil Description:
Brown Sand
In Place Moisture:
5.9%
Proctor Optimum Moisture:
10.0%
Proctor Max. Dry Density: P.C.F.
1088
I I I I I
I I I I
I I I I I
P Y I—i... ._..t..-11.
@ Test Locations the Density & /i-
Penetrometer reading indicate the 106.0 -� •Degree of Compaction Meets I
Minimum Requirement F 105.0 j— J— —for Plumbed Backfill I I 1
W 110.0 - I
E I
I 109.0 }—..�.._
G I
H 108.0
T D I
I
R107.0—..-I.._.I—..
RejgV(#yl`ly&bmitted: 104.0—
I I I I I I I
��ypt�1 E•0'4yk, Digitally 103.0 •I— _ —
•C N• / .-1.. .,_.. T. —1. _.. r.. _,. .,_..1
�Q' signed by 5 6 7 8 9 10 11 12 13
` � Tb.inn. na.be.n.nm.ma.uvy�.a.w
No. 87439 ealdbY&YanEDahhe•iEFL h81a39 Bryan E Dahlke Moisture - % of D Weight
�.n mea.n.nna aoan,mx.. a0emme Dry 9
�.mtlra�dsi.mm.
* * : �C-vMnamc.awm�amm.nn,.ro. Date:
�^°�°d�•^•^^•°�°•^°�• Disclaimer: Contractor is responsible to maintain
�o • � _�am2m�b..�..a.n.m.�.nt 2021.05.21
the pool backfill in the condition that KSM
Al
,Q STATE OF Qj� 14:18:54
'••��ORIDP;••'•.�2�� completed the indicated passed compaction test.
-0400
i,Fss • •....• • �(�`�� ' KSM is not responsible if the poolbackfill has been
NAll. altered from the approved inspected condition.
Bryan t' bahlke, P.E. V.P. of Engineering
PE # 81439 5/21/2021
Email to: abirmingham@angpools.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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