HomeMy WebLinkAboutcompaction reportHeadquarters
11345 U.S. Highway 1
IS
ebastian, FL. 32958
Orlando
0723 Progress Way
Sanford, FL0327M
DATE TESTED:
CONTRACTOR:
JOB LOCATION:
%.0A:
Ah ITEM TESTED
& W Ar ENGINE EflINI I
AC
�J1Yl AND TESTINf.
SOIL COMPACTION REPORT
STM D 1557 and ASTM D
June 19 2020
111111111111111111111111111111
A G Concrete Pools
18601 Tr uii -ty V LaP ee
Fort Pier , F,Wd�
i03066-Fernandez
Pool Backfill Compaction
ailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
_C.A.# 5693
KSMengineering.net
KSM 201045-1 d MH/'
PERMIT #: 2004-0099
460 NUC # 630
N 7c odel: j%C-1DR-
i I 3
aic
TEST LOCATION 0
PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE 0
READ
DENSITY
PROCTOR VALUES
COMPACTION
1 Southeast 0'-1'— 50
0 109.3 M
111.7
097.9% _
2
V-210
50
-
95.0% +
3
2'- 34
50
95.0% +
4 —
3'-4:
50
• •
95.0% +
05 Northeast
00'-1'
50
110.4
111.7
98.8%
6
1'-2'
50
"
95.0% +
7
2'-3+
50
-
"
95.0% 4
8 •
3'-41♦
50
-
"
95.0% +
9 huffiest
�0;-1f♦
50
108.9
111.7
97.5°�
10 ••
1 -21♦
50
-
95.0% +
11
02'-36
50
-
95.0% +
12
3'-4f
„
9�
Soil Description:
Brown Sand
In ace oisture:
08 0
Pr ctogCRti istt9P
o
11.0%
Proctor Max. Dry Densit : P.C.F.
111.7
@ Test Locations the Density &•
Penetrometer reading indicate the
Degree of Compaction Meets
Minimum RTguir�ement
o for 'g0ua b(6'aecl f}J).
•V. .� v
�P
1
o Email to: S1
113.0
•E
G112.0
—.._.J_..—.I._.._I._..—I.._..�..—.._
H
o1�
T
Do
R111.0 �.._
.I—..—.. i.—..
_.. i..—.._
OF,
Y= 1
�I •I • I
•I •
C
110.0—.._.I—
.—.I.—..—I.—..—I..—
.�.._.._
OF
1
I I
Ole
I
109.0
I�� ]eel �•1�
1'
..
T—..
i—..—'lam I
=
�..—.._
•10
01 I 1
Ole
8
9* 100 0110
12 0 130 14
Moisture of Dry Weight
Disclaimer: Contractor is responsible to maintain
thwool backfill in he conditiorthat KSM
completed the indicate passed compaction test.
KSM is not responsible if the poolbackfill has b
altered from the a roved ins ected condition.
0*6/22/2020
Department; abirm1ngh4R0n�gp bls.com
Proudly Serving Florida since 1990