HomeMy WebLinkAbout213038-1pd Pool Backfill - signedHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
CONTRACTOR:
JOB LOCATION:
J
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
April 22, 2021
5174 Tree Top Trail
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # : 213038-1pd/CF/jo
PERMIT #: 2012-0713
NUC # 234
Nuc Model: MC -DR
Nuc Serial #: MD60308234
PO:
#9740 - Young
ITEM TESTED
Pool Backfill Compaction
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1 North
0'-1'
50
108.3
110.7
97.8%
2
1'-2'
50
-
"
95.0% +
3
2'-3'
45
-
"
95.0% +
4
3'-4'
45
-
it
95.0% +
5 West
0'-1'
50
108.5
110.7
98.0%
6
1'-2'
45
-
if
95.0% +
7
2'-3'
45
-
"
95.0% +
8
3'-4'
45
-
it
95.0% +
9 South
0'-1'
50
108.0
110.7
97.6%
10
1'-2'
50
-
if
95.0% +
11
2'-3'
50
-
"
95.0% +
12
3'-4'
45
-
95.0% +
Soil Description:
Brown Sand
In Place Moisture:
9.7%
Proctor Optimum Moisture:
12.0%
Proctor Max. Dry Density: P.C.F.
110.7
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
for Plumbed Backfill
Respectfully Submitted:
This item has been electronically signed and
sealed by Bryan E. Dahlke, PE FL, Lic. 81439
on the date stated directly to the right using
a digital signature.
Printed copies of this documents are not
considered signed and sealed and the
signature must be verified on any electronic
copies.
Digitally signed by
Bryan E Dahlke
Date: 2021.04.23
10:02:38-04'00'
W 1 IG.V
E
G 111.0.._.l_.._.L_.._I._..�.._..�.._...'
H I I I I
T D
R110.0 1—.._.�_.._ ._.._�._.. I.._.. . .._...
'
P Y I I I I
I I I I I
C 109.0 _. _.L_.._I._..�.. �.._..
F
I I I I I
108.0
I I I I I
107.0 �.._.�_.._.�._.._�._.. --i.._.. -F .._..
9 10 11 12 13 14 15
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
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.
Bryan E. Dahlke, P.E. V.P. of Engineering
PE # 81439 4/23/2021
Email to: St Lucie Building Department; loudenmary@aol.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE