HomeMy WebLinkAbout2200640-1pd signedHeadquarters
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 # :2200640-1pd/BS/jam
PERMIT #:2107-0585
CONTRACTOR:A & G Concrete Pools NUC #456
Nuc Model:MC-1 Elite
9401 Portside Drive Nuc Serial #:31456
Fort Pierce, Florida
DEPTH PEN
READ
DRY
DENSITY
MAX. DRY
PROCTOR VALUE
PERCENT
COMPACTION
1 North 0'-1'40 D 107.7 109.5 98.4%
2 1'-2'40 D -"95.0% +
3 2'-3'40 D -"95.0% +
4 3'-4'40 D -"95.0% +
5 West 0'-1'40 D 106.8 109.5 97.5%
6 1'-2'40 D -"95.0% +
7 2'-3'40 D -"95.0% +
8 3'-4'40 D -"95.0% +
9 South 0'-1'40 D 107.3 109.5 98.0%
10 1'-2'40 D -"95.0% +
11 2'-3'40 D -"95.0% +
12 3'-4'40 D -"95.0% +
Proctor Optimum Moisture:
Proctor Max. Dry Density: P.C.F.
@ Test Locations the Density &
2/1/2022
JOB LOCATION:
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
DATE TESTED:January 31, 2022
PO:2103112/Lundstroem
ITEM TESTED :Pool Backfill
TEST LOCATION
OF SAMPLE
Soil Description:
In Place Moisture:
10.4 %
10.0%
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.
Julie E. Keller, P.E. President
PE # 68366
Email to: ABirmingham@angpools.com
Test report shall not be reproduced, except in full, without the written approval of KSM Engineering & Testing
Brown Sand
Geotechnical Engineering - Construction Materials Testing - Special Inspections - Civil and Structural Consulting
Proudly Serving Florida since 1990
Certified Women Owned Business - WBE
109.5
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum Requirement
For Unplumbed Backfill
Respectfully Submitted:
104.0
105.0
106.0
107.0
108.0
109.0
110.0
111.0
5 6 7 8 9 10 11 12 13
W
E
I
G
H
T
P
.
C
.
F
.
D
R
Y
Moisture -% of Dry Weight