HomeMy WebLinkAboutCompaction Test Headquarters V , ff ENGINEERG Mailing
• 1.1345 U.S. Highway 1 PO Box 78-1377
Sebastian, FL. 32958 �, AVL AND TESG Sebastian, FL..32978
Orlando 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: March 27, 2020 KSM JOB#: 201474-1pd/MH/jo
CONTRACTOR: A&G Concrete Pools PERMIT#: 2001-0501
JOB LOCATION: 8208 Kiwah Trace NUC# 630
Fort Pierce, Florida Nuc Model: MC-10R-P
P.O.# Six-2001004 Nuc Serial#: 30630
ITEM TESTED Pool Backfill Compaction
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 Southeast 0'-1' 50 108.6 110.6 98.2%
2 1'-2' 50 1195.0%+
3 2'-3' 50 - " 95.0%+
4 3'-4' 50 - " 95.0%+
5 Northwest 0'-1' 50 107.3 110.6 97.0%
6 1'-2' 50 95.0%+
7 2'-3' 50 - 95.0%+
8 3'-4' 50 - 95.0%+
9 Northeast 0'-1' 50 107.7 110.6 97.4%
10 1'-2' 50 - 95.0%+
11 2'-3' 50 - 95.0%+
12 3'-4' 50 - 95.0%+
Soil Description:
Brown Sand W 112.0 -
1 I I I I I
E I I I I I
I I
In Place Moisture: G 111.0 •-1••—. •-4••—••-
4.1% H I I I I
T , I
Proctor Optimum Moisture: F 110.0
12.0%
Proctor Max. Dry Density: P.C.F. C I I I I I
110.6 F 109.0 i — j_. _.�._.._�._.._�.. .._.._
@ Test Locations the Density& I I I I
Penetrometer reading indicate the 108.0
Degree of Compaction Meets p D I I I I I
Minimum Required Y I I I I
for Plumbed Backfill 107.0
�Resspetl flFlly,5pbmfitted:
9 10 11 12 13 14 15
Moisture-%of Dry Weight
Q0 \ °°a•° °• O
Disclaimer: Contractor is responsible to maintain
r_ the pool backfill in the condition that KSM
completed the indicated passed compaction test.
8C(der, P. KSM is not responsible if the poolbackfill has been
•� o altered from the approved inspected condition.
1658 ° ��° o°° 3/30/2020
eie Building Department; abirmingham@angpools.com
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