HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 9-13-1709/01/2017 14:52 7725896469 KSM ENGINEERING PAGE 01/02
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KELLER, SCHLEIC HER & 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-BB76 E-Mail: KSMOKSMENGaINEERING-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 August 31, 2017
PERMIT # �1`706047-
CONTRACTOR St. Lucie Site Development
JOB LOCATION 5010 Palmetto Drive
Port St Lucie, Florida
KSM JOB # : 172576-3d/MH/cv
ITEM TESTED • Compacted Foundation Fill for the House Pad - Re -Test
TEST LOCATION DEPTH " PEN DRY - MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
011,1211 51
111.7 112.8
99.0
2.
S. E.
1,50
110.4
97.9
3.
Center
50
109.5
97.2
4.
N.W.
51
111.3
98.7
5.
S.W.
52
112.6
99.8
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
11.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.8 P.G.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Un jqTV, Foundation.
;�ad91&X;Dken to Natural Grade.
ri
r
Moisture - % of Dry Weight
RECEIVED SER 012017
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Iptq: ti�ie County Building Department
Kcllcr, RE_; 37293 / SI Lir... Nb.. 880 / Julie E. Kellcr, PE.: 68365
09/01/2017 14:52 7725896469 KSM ENGINEERING PAGE 02/02
0
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 846-7445 www.kgmen ineerin net MELBOURNE (321) 768-8488
PAX (56845-8876 8$76 E-Mail: KSMOKSMENGINEERING.NET 5T. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and .A►STM D 2922
DATE TESTED August 31, 2017
PERMIT # 1706-0247
CONTRACTOR St. Lucie Site Development
JOB LOCATION 5010 Palmetto Drive
Port St Lucie, Florida
KSM JOB # : 172576-4d/MH/ev
ITEM TESTED Compacted Foundation Fill for the Detached Garage Pad - Re -Test,
TEST LOCATION
DEPTH *'PEN
DRY MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE
COMPACTION
1. N. E.
0" - 12" 50
107.2 110.3
97.2
2. Center
" 50
105.3 ,
95.5
3, S_W.
" 50
106.0 ,.
96.1
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
10.8 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110,3 P.G.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
fK%UA%=�""nkein
undation.
to Natural Grade.
W
E
I I I I I I
H
T'
I I I I
P
F I I I I
108.0
R
Y I I I I
'107.0
9 10 11 12 13 14 15
Moisture - % of Dry Weight
OF "
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1AL ucie County Building Department
RL)nald G. Keller. P.E.: 37293 1,91 1 ic. No.: 860 / Julie E. Keller,, PE.: 68366