HomeMy WebLinkAboutKSM Soil Compaction ReportTl Ci 19
A%17j�/i
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) 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 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED : January 23, 2018
PERMIT # NORP W-'8!"-�' CONTRACTOR Agua Vida Services Inc.
JOB LOCATION 116 Harris Street
Fort Pierce, Florida
ITEM TESTED Pool Deck
KSM JOB # : 180239-1 d/MH/ct
pe'No 04
s40cjet:;,4x
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" - 12"
2. S.E. of
Soil Description:
Brown Sand
In Place Moisture
6.2 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
fo rljosfiafad,F, oundation
�►'t�ea..f FlirarlZiFaken to Natural Grade
m
a 5
r 'V r
•
'1819.000
50 107.8
50 104.9
W 110.0
E
G I
H j
T 109.0
P I
109.3 98.6
" 96.0
C ! I 1 I I I
F 108.0 = L. _..i.._..1.._..J.._ _I.._.._.
D
R I I I I I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
A PP ROV E E
bellsouth.net
icie County Building Department
G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
01/24/2018 17:17 7725896469� KSM ENGINEERING PAGE 01/01
�L'� 171M�i
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTI�AN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmcngineering.net MELBOURNE (321) 763-8488
FAX (561) 845.8876 F-Mail: KSM @ �KSMENGINEERING.MET ST. L.UCIE (772) 229-9093
C.A.; 5693
FAX (772) 689-6469
DATE TESTED ;
PERMIT #
CONTRACTOR
JOB LOCATION :
SOIL. COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
January 23, 2018
17070258
Aqua Vida Services Inc.
116 Harris Street
Fort Pierce, Florida
KSM JOB # : 180239-1d/MH/ct
ITEM TESTED Pool Deck
TEST LOCATION DEPTH
PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. N.W. 0" -12"
50
107.8 109.3
98.6
2. S. E. it
50
104.9 1196.0
Soil Description:
Brown Sand
In Place Moisture
6,2 Percent .
Optimum Moisture;
12.0 Percent
Max. Dry Density:
109.3 P.C,F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
far-UgN6kV64 Pougdation
to Natural Grade.
✓,q
�2s
W 110.0
G
H I I f !
T 109.0 �7..—. ..—.. —.. — . _..—� --- .
I I I I 1
P
C I I I I I I
F 108.0 .._.. L. _..1.. �...1.._..J.. _L.�..—.
I i I I I
D
a
Y 107.0 4---- 4-..,..+..,.. .. �..�..—.. _l.. _...—,
. 9 10 11 12 13 14 15
No. 6
ulge r . E.
0 F.'
t�• C (F south.net
F�s►1,�. NAu"', cfe County Building Department
'10r.,.ti•FI!Ynald G. Kpller, P.E.: 37293 1 SI Lic. No.: 860
Moisture - % of Dry Weight
File Copy
PARTIAL APPROVAL
I ,Julie E. Kpller, P.E.: 68366
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) 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 FAX (772) 589-6469
DATE TESTED :
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED •
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
January 23, 2018
17070258
Agua Vida Services Inc.
116 Harris Street
Fort Pierce, Florida
Pool Deck
KSM JOB # : 180239-1 d/MH/ct
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 0" -12" 50 107.8
2. S.E. to50 104.9
Soil Description:
Brown Sand
In Place Moisture
6.2 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
109.3 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Uq%aked.F,$undation
*P racRiRadlira�Nken to Natural Grade
No. o
W 110.0
E
G I
H j
T 109.0 T—
P i
109.3 98.6
it 96.0
C I I I I I I
F108.0 = L. _..i.._..1.._..J.._ _L._.._.
D
R I I I I I I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
M
1�ellsouth.net
t�tucie County Building Department
•.,�NAL,,,b*Monald G. Keller, P.E.: 37293 / SI Lie. No.: 860 / Julie E. Keller, P.E.: 68366
al!
3'-6'
0'-3'
-
.a:
ANGLE OF REPOSE = 1.5:1
8" THICK WALL W/ #3
BARS @ 6" O.C.E.W.
6" THICK WALL W/ #3 REBAR @ 6" O.C.E.W.
5" THICK WALL W/ #3 REBAR @ 12" O.C.E.W.
NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS
OUTSIDE OF THE ANGLE OF REPOSE
ANGLE OF REPOSE
N.T.S.
FiLL""CO-PY
�7iC9—��
FOR:
AGUA VIDA SERVICES, INC.
MCELWEE RESIDENTIAL POOL
116 HARRIS STREET
FORT PIERCE, FL 34951
• No. 70170
� -0 . STATE OF • Q:
J (�1At-� cooe
'''aa�,,,•a,c�° I214117
FL. LICENSE No. 70170
L.B./C.O.A. No. 29080
SUPPLIMENTARY DETAILS
40 ENGINEERING
DESIGN, LLC.
4731 N. Hwy AIA, Ste. 228, Vero Beach, FL 32963
DWG BY: CJR 12/19/17 1 SHEET 1