HomeMy WebLinkAboutCompaction Test Headquarters �• Sk �° ENGINEERING PO Box 7Mailing
11345 U.S. Highway 18-1377
Sebastian, FL. 32958 AVL
AND TESTING 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 2922 KSMengineering.net
DATE TESTED: December 18,2019 RaCE1\jEo KSM JOB#: 181666-1pd/SH/jo
CONTRACTOR: A&G Concrete Pools �aV 2 7 1'10 PERMIT#: 1910-0177
JOB LOCATION: 3901 St Lucie Blvd Qern'Xtt'nu noun"nC P.O.#: Pursuit Boats-1910219
Fort Pierce, Florida st.
ITEM TESTED Pool Backfill Compaction
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1 East 0'-1' 38 108.6 112.2 96.8%
2 1'-2' 39 - It 95.0%+
3 2'-3' 40 - 95.0%+
4 3'-4' 40 - 95.0%+
5 North 0'-1' 39 109.5 112.2 97.6%
6 1'-2' 39 If 95.0%+
7 2'-3' 41 It 95.0%+
8 3'-4' 42 - It 95.0%+
9 West 0'-1' 38 108.9 112.2 97.1%
10 1'-2' 40 - " 95.0%+
11 2'-3' 40 - it 95.0%+
12 3'-4' 41 - 95.0%+
Soil Description:
Brown Sand W 114.0 -
E I I I I I I
I
In Place Moisture: D 113.0
8.6% H I I I I I I
Optimum Moisture: T I I I I I I
11.4% P 112.0
Max. Dry Density: P.C.F. I I I I I I
112.2 111.0 --- ..-.�-..-I..- . �..-.�_.._
@ Test Locations The F I I I I I
Density& Penetrometer
110.0
Readings Indicate the p
Degree of Compaction Meets R I I I I I I
Minimum Required Y 109.0 •I- -I - - �- -! - I- - I- -�
fF�i°t%J%a E id o a 8 9 10 11 12 13 14 15
,Rtx
ti
% ` hc3 Moisture-%of Dry Weight
Disclaimer: Contractor is responsible to maintain
d or Jo. 439 d
_ o the pool backfill in the condition that KSM
w oEkya ke, P.F. 9 completed .the indicated passed compaction test.
n in eri ��` KSM is not responsible if the poolbackfill has been
��pe°°�e �l,�`tio 12/19/2019 altered from the approved inspected condition.
htg�l( 61 t ` ctia�$uilding Department; tmcghee@angpools.com
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