HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 9-1-18KELLER, 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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
August 31, 2017
1706-0247
St. Lucie Site Development
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
* PEN
DRY
MAX. DRY
PERCENT
DEPTH
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" - 12" 51
111.7
112.8
99.0
2.
S. E.
50
110.4
if97.9
3.
Center
50
109.6
It97.2
4.
N.W.
51
111.3
It
98.7
5.
S.W.
52
112.6
if99.8
Soil Description:
Brown Sand with
Shell Fragments
In Place Moisture:
11.2 Percent
i_
Optimum Moisture:
11.0 Percent
Max. Dry Density:
112.8 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Un t Foundation.
*_E �6gEwd' I aken to Natural Grade.
ti
0
E
- Pr dent
I el'
Moisture - % of Dry Weight
,%" RECEIVED SEP 1.:�
ih(Syahoo.com
I$bie County Building Department
iald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, 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 #
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
August 31, 2017
1706-0247
CONTRACTOR St. Lucie Site Development
JOB LOCATION 5010 Palmetto Drive
Port St Lucie, Florida
KSM JOB # : 172576-4d/MH/cv
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 1150
105.3 95.5
3. S.W.
50
106.0 96.1
Soil Description:
Brown Sand with
W
111.0 I I I I I
Shell Fragments
E
I I I I 1 I
In Place Moisture:
I
I I I I I
10.8 Percent .
G
I
H
110.0 —••.
Optimum Moisture:
T
I I I
I I I I I
12.0 Percent
P
Max. Dry Density:
109.0
110.3 P.C.F.
C
I I I I I
@ Test Locations The
F
I I I I I I
Density & Penetrometer
108.0
Readings Indicate the
D
j ! I I I I
Degree of Compaction Meets
R
Minimum Required
fot%uAh 4cdd/Fpundation.
Y
107.0
//
``� ,-. • ,Tv ken to Natural Grade.
9 10 11 12 13 14 15
•
•�d
ht
Moisture - % of Weight
Dry 9
;Julie a er, 57
OF = RECEIVED
o t6@yahoo.com
*a t' Lucie County Building Department
,,'� I I I I t 1 1`\ Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366