HomeMy WebLinkAboutKSM SOIL COMPACTION REPORTSCANNF-D
BY
KELLft�Lddit itHER &
MARTIN (772) 337-7755 P.O. BC
PALM BEACH (561) 845-7445
FAX (561) 845-8876
C.A.: 5693
DATE TESTED :
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED
TEST LOCATION
OF SAMPLE
June 18, 2
#J8Bq
Grande Q
Tie CaILAr
Z%FJA /i
AacWILLIAM ENGINEERING AND TESTING, INC.
78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
www.ksmengineering.net MELBOURNE (321) 768-8488
:-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
318 KSM JOB # : 182001 -1 d/MH/ct
833
struction
2007 NW Royal Fern Court
Harbor Ridge
Palm City, Florida
CompacteJ Foundation Fill
RKEn►ED
JUN 2 R 1018
Permitting Department
St. Lucie County
DEPTH * PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12
2. S.W. "
3. Center "
4. N.E.
5. N.W.
Soil Description:
Brown Sand
In Place Moisture:
11.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
Un%ek0d1 FaD49,dation
�IRA(60�aken to Natural
I&' d:
N
. u I'e E. Keler -':P. .
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C. %
NA
s,OWS%'•�� Ronald G. Keller, P.E.
50
108.3 111.7
97.0
40
107.3 If96.1
50
106.6
95.4
50
107.3
96.1
50
106A
95.3
Grade.
W 113.0 I I I I
E I I I I I I
I j
G 112.0
H
T I I I I I I
111.0
P I I f I I I
C 110.0
I I I I
F I I I I
109.0 1-.._.i_..—.i—.._i._..—� .—.. I....._
I I I I I I
D 108.0--..—.i—.._.�_.._�.—.._;..—....—..�
R Y 8 9 10 11 12 13 14
Moisture - IN, of Dry Weight
37293 1 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, BOX 7$_1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (661) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E- ail: 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 June 18, 20 8 KSM JOB # : 182001 -1 d/MH/ct
PERMIT# /80L( " 0933
CONTRACTOR
JOB LOCATION :
ITEM TESTED :
Grande ConMruction
2007 NW Ri
Harbor Ridg
Palm City, F
Fern Court
oundation Fill
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12"
2. S.W. "
3. Center "
4. N.E. "
5. N.W.
Soil Description:
Brown Sand
In Place Moisture:
11.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
111.7 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
UpWakVde%4pdation
on ken to Natural
tied:
n ,
N
idle E. KVe ;-P.�.
��.�� efl.com
50
108.3 111.7
97.0
40
107.3
96.1
50
106.6
95.4
50
107.3
96.1
50
106.4
95.3
W 113.0 I I I I I
E I
i
G 112.0
H I I I I
T I I I I I
111.0--..—..j—.._—.._i.—.—..i..—.._
P I I I I I I
C 110.0 I—••—•i—.f—..—I....—j.. �..—.._
I I I I
F109.0
I I I I I
I I I I I I
D 108.0—..—.i_..—.r—.._�._.._;..—...._..�
R Y 8 9 10 11 12 13 14
Moisture - % of Dry Weight
�� c„►� a ��°'' Ronald G. Keller, RE.:137293 / SI Lic.. No.: 860 / Julie E. Keller, RE.: 68366