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KE.LLER,_ S_C.HLELCHER &-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 321
www.ksmengineering.net MELBOURNE ( ) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NEr ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
DATE TESTED
PERMIT #
February 21, 2019
1901-0370
KSM JOB # : 190604-3d/MH/cv
CONTRACTOR Brett Webster Tractor Inc./Trefelner CMANN%tO
BY PECMVCD
JOB LOCATION 5180 Dunn Road St. Lucie County
Fort Pierce, Florida FEAR I I �n1g
...
ITEM TESTED Compacted Foundation Fill -Final Lift Pem7ltti19 Depart
St. LUNo m
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
12" - 24" 50
111.3 116.4
95.6
2.
S.E.
53
113.2
97.3
3.
Center
57
111.6
95.9
4.
N.W.
50
110.9
95.3
5.
S.W.
52
112.4
96.6
Soil Description:
Brown Sand
In Place Moisture:
5.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
116.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
117.0
W I
E
G 116.0 �.._.I_.._I. ..�.._ J .._..�
H I I I I I
T
P 115.0
• I
C
F ,
114.01.._...1...._.:
D I I I I I I
R
Y 113.0 .._.�_..—�._..�.._.. .._..� .._.,
8 9 10 11 12 13 14
Moisture - % of Dry Weight
Fax and 'ItA&Ttgr,„�,%Wbie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
02/26/2019 18:20 772589 69 KSM ENGINEERIN PAGE 01/01
Ire OIL Ar FILE dOpY-
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING ANDS EESTJIN 2 a INC.
MArMN (772) 337.7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377
PALM BEACH (561) 846-7445 www.ksmonginearing.net MEL$BOUR IE (321) M-9488
9093
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET SCAN. S TUCIE (772) 589-6469
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT BY
ASTM D 1557 and ASTM D 2922 St. LUcie County
DATE TESTED February 21, 2019 KSM JOB # : 190604-3d/MH/cv
PERMIT# 1901-0370
CONTRACTOR Brett Webster Tractor Inc./Trefelner Construction
JOB LOCATION 5180 Dunn Road Y o
Fort Pierce, Florida �49< °°�°o° 1�iy
e cO'DO'�i
ITEM TESTED Compacted Foundation Fill - Final Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
12" - 24" 50
111.3 116.4
95.6
2.
S.E.
53
113.2
97.3
3.
Center
57
111.6
95•9
4_
N.W.
50
110.9
95.3
5.
S.W.
52
112.4
96.6
Soil Description:
Brown Sand
In Place Moisture:
5.6 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
116.4 P.C.F.
Q Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
117.0 1 1 1 1 1 1
W I I I I 1 I
E
I j I I I I
H
T I I I I I
P 115.0 L I ............ ........
I I I I II
C
F I I I I I
114.0
j 1 I I I I
D I I I l I I
R
Y 113.0—.._.�,.._�,_..-
8 9 10 11 12 13 14
Moisture - % of Dry Weight
ing Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68368