HomeMy WebLinkAboutKSM REPORTSKELLER, SCHLEICHER
& MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755
P.O. 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: KSMQKSMENGINEERING.NET
ST. LUCIE (772) 229-9093
C.A.: 5693
FAX (772) 589-6469
— - --
SOIL COMPACTION REPORT
- -
ASTM D 1557 and ASTM D 2922
DATE TESTED
April 1, 2019 JOB #
: 191285-1pd/SS/ct
PERMIT #
1902-0447
CONTRACTOR
A & G Pools VtEr_EIVE0
SCANNED
BY
JOB LOCATION
2322 Oak Drive APR 1 51019
St. Lucie County
Ft. Pierce, Florida De artment
Permitting P
St. Luae County
ITEM TESTED
Pool Backfill
TEST LOCATION
DEPTH PEN DRY MAX. DRY
PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE
COMPACTION
South
0 - 1
37 106.7
109.5
97.4
2
V - 2'
44
95.0+
3
2'-3-
32
95.0+
4
3'-4-
34
95.0+
5 West
0' - 1'
35 105.2
109.5
96.1
6
V - 2'
39
95.0+
7
2'- 3'
41
95.0+
8
3'-4-
36
95.0+
9 East
0' - 1'
38 107.3
109.5
98.0
10
T - 2'
42
95.0+
11
2' - 3'
40
95.0+
12
3'- 4'
40
95.0+
Soil Description:
Tan Sand with
111.0
Shell Fragments
W
In Place Moisture:.
E
7.8Percent
G
110.0 i .._.� I._..—j.—..—j.._..�.._.._
Optimum Moisture:
H
j
12.0 Percent_
T
•.�.—_.•.�__
Max. Dry Density:
P
109.5 P.C.F.
C
108.0 ••••_—.•.—,._.I—
@ Test Locations the Density.&
F
Penetrometer Readings Indicate
the DeqteRpf,gompactionMeets
__ _
Mirt(sh11 ��',�
D107.O
R
I I I I I I
full}r 1
• I I I I
106.0
3
9 10 11 12 13 14 15
Re _ -
ilte�i _ t^*TE OF /..�
Moisture - % of Dry Weight
County Building Department
G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
04/02/2019 14:33 7725896469 KSM ENGINEERING PAGE 01/01
we OIL I
a�la�va
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 846-7445 wwwAsmengineering.net . MELBOU14NE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 — FAX (772) 589.6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 1, 2019 JOB # : 191285-1pd/SS/ct
PEJ21VI4T=�" _1'9�2-0447� .RECEIVED
CONTRACTOR A & G Pools REVIEWED FOR
BODE COMPLIANCEAPR 3 2019
JOB LOCATION 2322 Oak Dn e
Ft. Pierce, FIAT. LUCIE COUNTN permitting Department
BOCC St. Lucie County, FL
ITEM TESTED
Pool Backfill
TEST LOCATION
PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
South_
.4
2
1' = 2'
44
"
95.0+
3
2'- T
32
95.0+
4
3' - 4'
34
" '
95.0+
5 West
0' -1'
35
105.2
109.5
96.1
6
1' - 2'
39
95.0+
7
2'- 3'
41
95.0+
8
3' - 4'
36
95.0+
9 East
0' -1.
38
107.3
109.5
98.0
10
1' - 2'
42
95.0+
11
2' - 3'
40
95.0+
12
3' - 4'
40
95.0+
Soil Description:
Tan Sand with
Shell Fragments
In Place Moisture: .
7.8 Percent
Optimum Moisture;
12.0 Percent
Max. Dry Density:
109.5 P.C.F.
@ Test Locations the Density.&
Penetrometer Readings Indicate
the Degree of Compaction Meets
CQfA,TRA7qR COPY
w j j I I SCANNED
E
110.0 .. _ I_ I I t I BY
G I ) _.�_.._j._.._� St: Ciicle'Dounty
H
T I I I I I
109.0! ••_..j_.._.� .._�._.. �.._.._
P I
j I I I I
C
108.0 .•_.i_, �_.._j._.._�._ .i.._.._
p I _
j I I I I
p 107.0 L.._.� .._ j_.._i._.._I.._..i.._.._
R I I I I I
y I
106.0
9 10• 11 12 13 14 15
Mobgtvre - % of Dry Weight
)cie County Building Department
G. Keller, P.E.: 37293 / Si Lio. No.: 860 / Julie E. Keller, RE.: 68368
�lC�1t
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net 'i MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERINWNEr ST. LUCIE (772) 229-90,93
C.A.: 5693 1 FAX V72) 589-6469
SOIL COMPACTION -REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED April 1, 2019 JOB # : 191285-1 pd/SS/ct
EIaMIT # , :
f104`11RECEIVED
SCANNED
BY
CONTRACTOR
A & G Pools
St. Lucie County
APR 3 2019
JOB LOCATION
2322 Oak Drive
Ft. Pierce, Florida
Permitting Department
St. Lucie County, FL
ITEM TESTED
Pool Backfill
TEST LOCATION
DEPTH PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
South
.7
109.5
97.4
2
1' - 2'
44
95.0+
3
2' - 3'
32
95.0+
4
3'- 4'
34
"
95.0+
5 West
0' - 1'
35
105.2
109.5
96.1
6
1' - 2'
39
95.0+
7
2' - 3'
41
95.0+
8
3'- 4'
36
95.0+
9 East
U - 1'
38
107.3
109.5
98.0
10
1' - 2'
42
95.0+
11
12
2'-3'
3'_ 4'
40
4TILE
COPY
950+
95.0+
Soil Description:
Tan Sand with
Shell FragmentsRBYIEWED FOR w
In Place Mois urg
7.8 Percent 0VDE COMPLIANCE E
T. LUCIE COUNTY G
Optimum ;Mois re: H
12.0 Percent BOCC T
Max. Dry Density: P
109.5 P.C.F. C
@ Test Locations the Density & F
Penetrometer Readings Indicate
the Degpr?gQt Qjjmpaction Meets
"GR_gt��C� a D
Mirn /_ _ R
106.0
i
9 10 11 12 13 14 15
Moisture - % of Dry Weight
to '�SkyLLiie County Building Department
t(7 .
of �flthta(d G. Keller, P.E.: 37293 / SI Lic.'No.: 860 / Julie E. Keller, P.E.: 68366