HomeMy WebLinkAboutKSM REPORTheadquarters
11345 U.S. Highway 1
+ Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
CONTRACTOR:
JOB LOCATION:
1 C'1 t ENGINEF'LNG
L z117AVZ AND TESTING
SOIL COMPACTION REPORT
ASTM D 1557 and ASTMD2922
October 3, 2019 SCANNED
A and G Pools St. LU A GOGR$v
12321 S. Indian River Drive
Ft. Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 193926-1pd/SH/ct
PERMITM 1907-0530
Myers RECEIVED
OCT 0 8 7019
ITEM TESTED Pool Backfill
permitting Department
st de County
TEST LOCATION DEPTH
PEN DRY MAX. DRY PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE COMPACTION
1 South 0'-1'
36
104.9 107.5 97.6%
2 V-2'
37
- 95.0%+
3 2'-3'
38
95.0%+
4 3'-4'
38
- " 95.0%+
5 West 0'-1.
37
105.8 107.5 98.4%
6 V-2'
37
- 1195.0%+
7 2'-3'
38
11 95.0%+
8 31-4'
38
- 95.0%+
9 North 0'-1'
36
105.1 107.5 97.8%
10 1'-2'
37
- 95.0%+
11 2'-3'
38
95.0%+
12 3'-4'
38
95.0%+
Soil Description:
109.0
I I I I
Yellow Sand
I
w
I I I I I I
In Place Moisture:
E
i
108.0 i.._.i_.._.i_.._i._.._i._..�.._.._
8.3%
G
I I I I I
Optimum Moisture:
H
T
I I I I I I
12.0%
107.0-.._.�_.._. _ �._.. _..�.._.._
Max. Dry Density: P.C.F.
P
I I I I I I
107.S
C
106.0 J__.1_. _.l_.._.I._.._l._. J.._.._
@ Test LociNjW1S1TlW,,
F
I I I I I
Densit{�$t���&od�{
•....k� �.fG��
ReaG0 aiil: y
105.0
•.._.i_.._.1_.._I._.._I._..,.._..�
Degree gt�Cot IVfje�ts��
R
I I I I I I
Mlilrkbin Requi d
Y
104.0 4--
9 10 11 12 13 14 15
i
Resye Y 5rob 'odd f'
Moisture - % of Dry Weight
`Z--
�iAll't�ss,/ ••
Disclaimer:...•���\Z��
is
the p olbackfill�inr thee5ponsible conditont thatntain
KSM
n.II
Bryan E e, P.E.
completed the Indicated passed compaction test.
P P P
V.P. neering
KSM is not responsible if the poolbackfill has been
P # 9 10/4/2019
altered from the approved inspected condition.
E-mail to: tmcghee@angpools.com; St. Lucie County
Proudly Serving Florida since 1990