HomeMy WebLinkAboutKSM REPORTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
*l- t EN6INEERIp�
R�1 iYi AND TESTIAS
SOIL COMPACTION REPORT
ASTM D 2557 and ASTM D 2922
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
DATE TESTED:
November 14, 2019
KS
JOB # : 194599-1pd/SH/jo
CONTRACTOR:
A & G Concrete Pools
RECEIVED p
MIT #: 1908-0266-
JOB LOCATION:
9046 Pumpkin Ridge
21 2019
P.O. #: 1908175/Biedka
Maidstone at The Reserve
LNOV
SCANNED
- PortSt.Lucie,florida -
county, P_er[tLCtln9
- - _ _-BY - - --
ITEM TESTED
Pool Backfill Compaction
8-,'-
S7�_�UCIUU��i��1�1`y
TEST LOCATION
PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY PROCTORVALUE COMPACTION
1 South
0'-1'
37 107.1
111.3
96.2%
2
V-2'
38 -
95.0%+
3
2'-3'
39
95.0%+
4
314
39 -
95.0%+
5 East
0'-1'
38 108.0
111.3
97.0%
6
V-2'
39
95.0%+
7
2'-3'
39
95.0%+
8
3'-4'
40
95.0% +
9 North
0'-1'
38 107.6
111.3
96.7%
10
1'-2'
38 -
"
95.0%+
11
2'-3'
40
95.0% +
12
3'4
40
95.0% +
Soil Description:
Brown Sand
In Place Moisture:
10.6%
Optimum Moisture:
11.0%
Max. Dry Density: P.C.F.
111.3
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
W 112.0 i
E i
G
H 111.0 I—
T i
P I
110.0 �••—•j
C i
F I I I I I
109.0 1_..—.i—..—.j—..—.j.—..—j.—..—j.._.._
D I I I I I I
R I I I I I
Y108.0.._.,—.._.j—..—.—..—j.—..—j..—..�
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the pool backflll in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the poolbackfill has been
altered from the approved inspected condition.
119
t; tmcghee@angpools.com
Proudly Serving Florida since 1990