HomeMy WebLinkAboutKSM REPORTS04/05/2019 15:44 7725896469 KSM ENGINEERING PAGE 01/01
r-
"b-JJLVj
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7765 R O, BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASMAN (77n) 589-0712
PALM BEACH (661).845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (581) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) M-9093
O.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1657 and ASTM D 2922
DATE TESTED : April 4, 2019
JOB # : 191335.1pd/SS/et
_ERMCf'#mil ::- .>�1902-037,d
CONTRACTOR Horizon Pools Inc. , li
E COPY
JOB LOCATION .: 1114 Percival Street s<9 SCANNED
Fort Pierce, Florida °c o� BY
St. Lucie County
ITEM TESTED Pool BacMII
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
North
-
2
1'- 2'
36
95.0+
3
2' - 3'
31
95.0+
4
3' - 4'
30
95.0+
5 West
V -1'
43 105.2
108.6
97.0
6
1'- 2'
35 q
95:0+•
7
2' - V
$0
95.0+
8
. 3' - 4'
27
95.0+
9 South
0' -1'
38 104.4
108.6
96.2
10
1'• - 2'
37
95.0+
11
2' - 3'
29
95.0+
12
V - 4'
26
95.0+
Soil Description:
Brown & Gray Sand
In Place Moisture.
6.3 Percent.
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.5 P.C.F,
110.0. - I 1 1
REVIE v ! i i i
W E CE !
CS pL CIE c®V�T�
CC I I I
@ Test Locations the Density &
Penetrometer Readings Indicate
the Degree of Compaction Meets
BC p 108.0 L.._.�_.._.� .._i._.
I .
C
I I
I I 1
107.0 L.._.�_.. .� .._i._.
F I I I I
• I I I
D 106.0 L••—• - ..--�_.._i._.
R
Y j
1 I I
105.0-.._.�_.._.,_.._,._.
9 10 11 12
13 14 15
Moisture - % of Dry weight
1 tilR@, c�psandy@gmail.com
tti�l,.i,rr % Department
old G. Keller, CountyE:372939 81 Uc. No: M / Julie E. Keller. P.E.:68366
\ '�Ete -fdeQlti
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 FO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 SOIL COMPACTION REPORT FAX (772) 589-6469
ASTM D 1557 and ASTM D 2922
DATE TESTED April 4, 2019 JOB # : 191335-1 pd/SS/ct
PERMITS 1902-0370
Received
CONTRACTOR Horizon Pools Inc.
APR
SCANNED
JOB LOCATION .: 1114 Percival
Street
15P619
Petmittn
Fort Pierce, Florida
St. tIng eParhne
St. Lucie County
County nt
ITEM TESTED Pool Backfill
TEST LOCATION DEPTH
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
ortU-1.40
104.6 108.5
96.
2 . V - 2'
36
95.0+
3 2'-3-
31
95.0+
4 T - 4'
30
95.0+
5 West 0' - 1'
43
105.2 108.5
97.0
6 V - 2'
35
95.0+
7 2'-3-
30
95.0+
8 3' - 4'
27
95.0+
9 South 0' - 1'
38
104.4 108.5
96.2
10 T - 2'
37
95.0+
11 2' - 3'
29
95.0+
12 3' - 4'
26
95.0+
Soil Description:
Brown & Gray Sand
110.0
W I I I
I I I
In Place Moisture:
E l I I
I I I
6.3Percent;
109.0L.._.�_.._.�_.._�._.._�.._..�.._.._
Optimum Moisture:
H
12.0 Percent
T I I
108.0
I I I
P
Max. Dry Density:
I
I I
108.5 P.C.F.
C I I I
I I I
@ Test Locations the Density &
F
Penetrometer Readings Indicate
I I
I I I
the Depree of Compaction Meets
M�IJIA�IL�, It,tred.
D 106.0 _.�_.._�._.._i.._..�.._.._
;o ,
R I I I
Y
I I I
O��J,e\cENs�`ecf.
a
e
105.0
9 10 11
12 13 14 15
. e
Moisture - % of
Dry Weight
r i Z
a�1§i Tandy@gmail.com
A V.County Building
Department
{�t,tucie
eo!!.if'Aonald G. Keller, P.E.: 37293
/ SI Lic.
No.: 860 / Julie E. Keller, P.E.:
68366