HomeMy WebLinkAboutMclam compactionHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB # :213605-1pd/CF/bm
PERMIT #:
CONTRACTOR:Taylor Made Pools NUC #234
Nuc Model:MC-DR
5955 Whipoorwill Lane Nuc Serial #:MD60308234
Port St Lucie, Florida
Pool Backfill Compaction
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1 N.W.0'-1'50+110.7 112.6 98.3%
2 1'-2'"-"95.0% +
3 2'-3'"-"95.0% +
4 3'-4'"-"95.0% +
5 East 0'-1'50+111.4 112.6 98.9%
6 1'-2'"-"95.0% +
7 2'-3'"-"95.0% +
8 3'-4'"-"95.0% +
9 S.W.0'-1'50+110.6 112.6 98.2%
10 1'-2'"-"95.0% +
11 2'-3'"-"95.0% +
12 3'-4'"-"95.0% +
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
5/14/2021
Brown Sand with Some Clay
Minimum Requirement
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
12.0%
PE # 81439
Email to: Abirmingham@AnGPools.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
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.
112.6
Penetrometer reading indicate the
TEST LOCATION
OF SAMPLE
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
Bryan E. Dahlke, P.E. V.P. of Engineering
9.9%
May 13, 2021
Degree of Compaction Meets
ITEM TESTED :
Soil Description:
for Plumbed Backfill
JOB LOCATION:
DATE TESTED:
In Place Moisture:
Respectfully Submitted:
107.0
108.0
109.0
110.0
111.0
112.0
113.0
114.0
7 8 9 10 11 12 13 14 15
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight