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11345 U.S. Highway
y Sk At ENGINES F� PO Box 78-137711345 .S. Hi hwa 18 1377
Sebastian, FL. 32958 � LV,& AND TESL Sebastian, FL. 32978
OrlandoTPhone: 772-589-0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
Sanford, FL. 32771 ASTM D 1557 and ASTM D 6938 KSMengineering.n'et
DATE TESTED: April 2, 2020 KSM JOB# 194567-1pd/M H/jo
CONTRACTOR: A& G concrete Pools PERMIT#: 2002-0213
JOB LOCATION: 4810 Edwards Road NUC# 630
Port St Lucie, Florida Nuc Model: MC-10R-P
P.O.# Toth-TNT Nuc.Serial#: 30630
ITEM TESTED Pool Backfill Compaction
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 East Side 0'-1' 40 105.3 106.9 98.5%
2 1'-2' 45 - it95.0%+
3 2'-3' 50 - 95.0%+
4 3'-4' 50 - 95.0%+
5 Southeast 0'-1' 40 104.7 106.9 97.9%
6 1'-2' 45 " 95.0%+
7 2'-3' 50 - 95.0%+
8 3'-4' 50 - 95.0%+
9 Southwest 0'-1' 40 106.2 106.9 99.39/6
10 1'-2' 45 - 1195.0%+
11 2'-3' 50 1195.0%+
12 3'-4' 50 - " 95.0%+
Soil Description:
108.0 -
Brown Sand w I I I I I I
E I I I I I
In Place Moisture: G 107.0 T- — a— — I•—••— —••—I••—••—t••—••-
5.3% H I I I I I
T
Proctor Optimum Moisture:
106.0 -I—..—. —..—.I —..—�.—.. �..—..�..—.._
12.0% P I I I I I
Proctor Max. Dry Density: P.C.F. C I I I I I
106.9 F 105.0 — 1— —•I.—..—I.—..—I.. ..—.._
@ Test Locations the Density& I I I I
Penetrometer reading indicate the
D 104.0 —..—.1_..—.I._..—I._..—I..... —.._
Degree of Compaction Meets R
Mi(yiMutmtKegpi ed Y I I I I I
1���fbj� a kljll 103.0 —..—..;—..—.;._..—;.—..—;..—..�..—.. ,
sr7e f8V+'Su�i '4i tte 9 10 11 12 13 14 15
G
��• �� Moisture-% of Dry Weight
No, W
Disclaimer: Contractor is responsible to maintain
the pool backfill in the condition that KSM
completed the indicated passed compaction test.
� ' ' •IP�'g KSM is not responsible if the poolbackfill has been
V.P!to NjitA& ng altered from the approved inspected condition.
PE#81439 4/3/2020
Email to: St Lucie Building Department;. abirmingham@angpools.com
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