HomeMy WebLinkAbout214013-1pd Pool Backfill - signedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED
CONTRACTOR:
JOB LOCATION:
tl 40 1 t ENGINEERING
i11.7jVi AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
May 27, 2021
A & G Pools
7674 Greenbrier Circle
Port St Lucie, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 214013-1pd/CF/bm
PERMIT #: 2101-0432
NUC # 234
Nuc Model: MC -DR
Nuc Serial #: MD60308234
PO: 2101001/Raffa
ITEM TESTED Pool Backfill Compaction
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1 S.E. 0'-11
50+
109.7
110.0
99.7%
2 1'-2'
11-
"
95.0% +
3 2'-31
11-
"
95.0% +
4 3'-4'
11-
1195.0%
+
5 N.E. 0'-1'
50+
110.0
110.0
100.0%
6 1'-2'
11-
"
95.0% +
7 2'-3'
11-
"
95.0% +
8 3'-4'
11-
1195.0%
+
9 N.W. 0'-1'
50+
109.2
110.0
99.3%
10 1'-2'
11-
"
95.0% +
11 2'-3'
11-
"
95.0% +
12 3'-4'
11-
"
95.0% +
Soil Description:
Brown Sand with Traces
111.0
I
I I I
I I I
of Shell Fragments
In Place Moisture:
6.9%
E
110.0—..J..—.1—..1
�..—.I.—..-
Proctor Optimum Moisture:
I
I
10.0%
GH
I
Proctor Max. Dry Density: P.C.F.
109.0
110.0
@ Test Locations the Density &
P
R
Y
/.1
Penetrometer reading indicate the
108.0
—III
••1III
—••4II
—1II
• —••-
Degree of Compaction Meets
C
I
I I I
Minimum Requirement
I I
I I I
I I I
for Plumbed Backfill
F
107.0
• — • — —
— — —
Respectfully Submitted:
I
I I I
I I I
This item has been electronically signed and I 1 1 I I I I 1
sealed by Bryan E. Dahlke, PE FL. Lic. 81439
on the date stated directly to the right using 106.0 • • • • — • I — • • • • — I • — • • I— • • • • — • I• — • • ,�
a digital signature.
Printed copies of this documents are not 5 6 7 8 9 10 11 12 13
considered signed and sealed and the
signature must be verified on any electronic
copies. Moisture - % of Dry Weight
Digitally signed by Disclaimer: Contractor is responsible to maintain the pool
backfill in the condition that KSM completed the indicated
Bryan E Dahlke passed compaction test. KSM is not responsible if the
Date:2021.05.28 poolbackfill has been altered from the approved inspected
10:10:48-04'00' condition.
Bryan E. Dahlke, P.E. V.P. of Engineering
PE # 81439 5/28/2021
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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