HomeMy WebLinkAboutCompaction testHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 329580
• Orlando
723 Progress Way
Sanford, F1032771
DATE TESTED:
CONTRACTOR:
JOB LOCATIOP
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NuINEERINU 78-1377•ZV AND TESTING' ,
Sebastian, Phone:
OIROMPTION REPOR*6w C.A.# 5693
�D 157 T D&KSMengineering.net
July 7, VP
:2 3072-1 Ski/jif
AIexander Custom Pools ERMIT #: 2006-0126
13339 NW laMpFewWood R*d•
P City, Florida
Ca• • iv
#
52811
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MC -IDR -P
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52
ITEM TESTED : Pool Backfill Compaction
TEST LOCATIO DEPT • PEN *DRY* MAX. DRY *PERCENT*
_ OF SAMPLE DREAD DENSITY PROCTOR VALUE• OCOMPACTION•
1 West • 0'-1� 37 _ 105.1 — 0110.00 95.5% _
2 1'-2' 38 - " *95.0%+
3 • 2'-3' 39 - " 95.0%+
4 • • 3'-4' 39 • -• 95.0%+
5 South 0'-1' 37 105.4 110.0 95.8%
6— 1'-2' 38 • . • " 095.0%+
70 2'-3' 40 it095.0%+
80995.0%+0
3'-4' 40 -
9 Eas 0'-1' 38 106.1 •110.0 • 96.5%
10 1'-2' 39 - " 095.0%+
11 2'-3' 40 - " 095.0%+
1_ • • 3M • 9�+
Soil Description:
Light Brown Sand 111.0 I I I I I
E 10 I I I 01
In Pace Moisture: I
G
11.6%110.0 — — —
H •� •I.—..—.�I..�.:�•.—.�
Proctor p imum 0 ure: T D• I 01 I I I•
12.0% R
Proctor P Y
or ty: CF 109.0 �— — • 1
11.0��� c �•• / • ••• •
I I, I I I•
@ Test Locations the Density & I
Penetrometer reading indicate the F 108.0 L� Ij., — I • , I I
De111-1—
gree of Compaction Meets • I • • I • , 1, • I • • I • •I. •
MinimgW,Vp�g uirement I I •I• I I I!♦
for`A�unLbe¢Iakfiu • _ _ _ _ _ _
•1.0 9 91;09 11 04 •1�3 • 14 •150
Moisture - % of D Wei ht
No
•�rY-• Disclaimer: Contractor is responsible to maintain
% STATE OF the pool backfill ir*hewondition that KSM
�;�'•. R,� -��'EL � completed the indicated passed compaction test.
�'+. u•e�l.' • ��� `'� KSM is not responsible if the poolbackfill has b�
o`
,,��hxAl. altered from the roved ins ected condition.
PE # X8366'_ • 7 8 2020
on,Email to: Stere Bui—!ding Department; a exan ercus ompoo s@I�mail.c
Proudly Serving Flo ida si�f'ce 19 0
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