HomeMy WebLinkAboutCompaction test RECEIVED 02/11/20 01:06PI
02/11/2020 13:32 772580 KSM ENGINEERING PAGE BI/02
headquarters Malling
T C4 1 � ENGINEERING
11345 U.S. Highway 1 PO Box 78-13778-1377
Sebastian,]-L.32968
Orlando 1�,1.J AVL AND TESTING Phone:772-589 0712
723 Progress Way SOIL COMPACTION REPORT C.A.#5693
58nford,FL 32771 ASTM D 1557 and ASTM D 5938 KSMengineering-net
DATE TESTED: February 10,2020 1KSM JOB#e 20o636-1pd/MH/jo
CONTRACTOR: Crystal Pools PERMtT#: 1911-0269
,JOB LOCATION: 131 Ocean Estates Dri NUC# 630
Fort Pierce,FloridaLZ
NuModel: MG-117kt-P
P.O.#: TRM-Seward Nu Serial#1 30630
tting
ITEM'TESTED Poet Backfill Compaction
TEST LOCATION PEN DRY MAX.DRY' PERCENT
OF SAMPLE DEPTH READ DENSITY PROCTOR VALUE COMPACTION
1 Southwest 01-•1' S0 7tz0.3 112.4 98.1%
2 1'-2' 50 - " 95.0%+
9 2'-3' 50 - 95.0%+
4 3'-4' 50 - " 95,0%4.
5 East Side 0'-1' s0 109.6 112.4 97.5%
6 1`-2' S0 95.0%+
11 9
7 21•3' 50 - 5.0%+
8 3'-4' so - 95,0%+
9 Northwest 0'-1' 50 108.3 112.4 96-4%
10 1'-2' 50 - " 95.0%+
11 2'•3' 50 - " 95.0%+
12 3'-4' S0 - 95.0%+
soil Description:
Brown Sand W 114.0 I I I I 1
E k I k I I
� I
in Place Moisture: G 113.0 —•I-- —.i-
59% H
Proctor Optimum Moisture: T R 112,0
11.0% P Y
Proctor Max.Dry Density:P.C.F. I I I
112-4 C 111.4
Test Locations The F I 1 I I
Density&Penetrometer 110.0
Readings Indicate the
Degree of Compaction Meets I f I I I
109.Q
MiniWn,ieWj;Wd 8 9 10 11 12 13 14
Moisture-%of Dry WelaM
!• - ¢ Disclaimer: Contractor is responsible to maintain
the pool backfill in the condition that KSM
completed the indicated passed compaction test.
V.
KSM is not responsible If the pooibackfill has been
,~^ •" RR1�►h• altered from the approved inspected condition.
.�� 2/1.1/2020
Emal'ld* f'St•f:6a Buiiding Department; Fax to: 770-5961
Proudly Salving Florida since 2990