HomeMy WebLinkAboutCompaction Test (2) HeadquartersR ENGINEERING ��/$,� ��� Mailing
11345 U.S. Highway 1P CA PO Box 78-1377
Sebastian, FL. 32958 Sebastian, FL. 32978
Orlando TESTING Phone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.net
DATE TESTED: May 22,2020 KSM JOB#: 202355-1pd/SH/jo
CONTRACTOR: Horizon Pools PERMIT#: 1912-0019
JOB LOCATION: 9207 Champions Way NUC# 528
PGA Village Nuc Model: MC-1011-13
Port St Lucie, Florida Nuc Serial#: MD049528
ITEM TESTED Pool Backfill Compaction
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 West 0'-1' 37 105.6 109.1 96.8%
2 1'-2' 38 - 95.0%+
3 2'-3' 39 - 95.0%+
4 3'-4' 39 - 95.0%+
5 South 0'-1' 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'-1' 38 106.1 109.1 97.3%
10 1'-2' 38 - 95.0%+
11 2'-3' 39 - 95.0%+
12 3'-4' 40 - 95.0%+
Soil Description:
Brown Sand W 111.0
E I I I I I
In Place Moisture: I •
� 110.0 _.I_.._.I._.._I._.._I.._.. t.._.._
10.9% H I I I I I
Proctor Optimum Moisture: T D I I I I I
11.0% R109.0
Proctor Max. Dry Density: P.C.F. P y l I I I
109.1 C 108.0
@ Test Locations the Density& I I I I
Penetrometer reading indicate the F
Degree of Compaction Meets 107.0 .r•
Minimohmuirem I I I I I
u rel 106.0 _. _.._.j._.._j._.._j.._...{.._..�
,GS 8 9 10 11 12 13 14
Moisture-%of Dry Weight
8143
LLA Disclaimer: Contractor is responsible to maintain
STAVE the pool backfill in the condition that KSM
C�t°w completed the indicated passed compaction test.
I:• aMtke ,� KSM is not responsible if the poolbackfill has been
altered from the approved inspected condition.
PE#8143 5/26/2020
Email to: St Lucie Building Department; horizonpools.sandy@gmail.com
Proudly Serving Florida since 1990