HomeMy WebLinkAboutcompaction testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
IV CP IL 2 ENGINEERING
£.I1VL AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 6938
Mailing
P0 Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:
CONTRACTOR:
May 22, 2020
Horizon Pools
KSM JOB # 202355-1pd/SH/jo
PERMIT #: 1912-0019
JOB LOCATION: 9207 Champions Way NUC# 528
PGA Village Nuc Model: MC- 10 R- P
Port St Lucie, Florida Nuc Serial #: M D049528
ITEM TESTED Pool Backfill Compaction
TEST LOCATION PEN DRY MAX. DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 West 0,-il 37 105.6 109.1 96.8%
2 11 21 38 95.0%+
3 21 31 39 95.0%+
4 3141 39 95.0%+
5 South 0,-il 36 105.1 109.1 96.3%
6 1-2' 37 95.0%+
7 2-3 38 95.0%+
8 3,4, 39 95.0%+
9 East 0,-il 38 106.1 109.1 97.3%
10 11 21 38 95.0%+
11 2'-3' 39 95.0%+
12 3,4, 40 95.0%+
Soil Description:
Brown Sand W 111.0
E
In Place Moisture: G 110.0
10.9% H
Proctor Optimum Moisture: TD
R109.0
PY j
C 108.0
F
I I
11.0%
Proctor Max. Dry Density: P.C.F.
109.1
@ Test Locations the Density &
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum 1ljeauirem
iI7j
j'lJn 106.0
8 9 10 11 12 13 14
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
hcg
altered from the approved inspected condition.
PE # 81439 5/26/2020
Email to: St Lucie Building Department; horizonpools.sandy@gmail.com
Proudly Serving Florida since 1990
NO. 8143