HomeMy WebLinkAboutKSM Soil Compaction ReportKELLER, 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 MELBOURNE 321
www.ksmengineering.net ( ) 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 1567 and ASTM D 2922
October 16, 2017
1706-0393
Wynne Development
6548 Dulce Real
Spanish Lakes Fairways
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill
KSM JOB # : 173117-1 d/MR/jl
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N. E.
0" - 12" 44
107.2 110.9
96.7
2.
S. E.
1144
107.0 to96.5
3.
Center
if44
106.6 of96.1
4.
N.W.
If43
105.8 of95.4
5.
S.W.
if45
106.3 If95.9
Soil Description:
Brown Sand with Some Silt
In Place Moisture:
13.8 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
fpn9ffiUl1edFoundation.
� !, FftAN& Taken to Natural Grade.
112.0 I I I I I
W
E I I I I I I
I j I I I I I
G 111.0
H I I I I I I
T
110.0 -f— _..I_.._ _.._.l_.._ _.._l._.._
P I I I I I I
• j I I I I I
C 109.0 -j—••_..j
F I I I I I
j I I I I
108.0
D I I I I I I
R
Y 107.0 �— — �—
9 10 11 12 13 14 15
Moisture - % of Dry Weight
7:*St. Lucie County Building Department
flsoanishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
10/17/2017 16:19
77258964KKSM ENGINEERING /--"I;
PAGE 02/03
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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 MtLSOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@rKSMENGINEERING.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
October 16, 2017
1706-0393
CONTRACTOR Wynne Development
JOB LOCATION 6548 Dulce Real
Spanish Lakes Fairways
Fort Pierce, Florida
KSM JOB # : 173117-1d/MRrI
ITEM TESTED
Compacted Foundation Fill
TEST LOCATION
w PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
DEPTH
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0" - 12" 44
107.2
110.9
96.7
2.
S.E.
44
107.0
96.5
3,
Center
44
105.6
96.1
4.
N.W.
43
105.8
95.4
5.
S.W.
45
106.3
95.9
Soil Description:
Brown Sand with Some Silt
In Place Moisture:
13.8 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
to Natural Grade
112.0
W
H
T I 1 I I
110.0
P I I I 1
c 109.0
F108.0
I I I I
R
9 10 11 12 13 14 15
�.v. oa Cfti iMoisture - % of Dry Weight
X0
Lucie County Building Department
nishlakes.00m
RECEIVED OCT 17 2017
Ronald G. Keller, P.E.: 37293 1SI Lic. No.: 860 / Julie E. Keller, RE.: 68366