HomeMy WebLinkAboutKSM REPORTHeadquarters
11345 U.S. Highway 1
Sebastian, FL. 32958
Orlando
723'P Press Way
Sanford, FL. 32771
-+DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
C "® t ENGINEP IG
& as 14 jMZ AND TES I,iAG
. SOIL COMPACTION REPORT
-ASTM D 1SS7 and ASTM D 2922
September 18, 2019
20190660
Brett Webster Tractor Service-
5912 Hickory Drive
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone: 772-589-0712
C.A.# 5693
KSMengineering.net
KSMI108 #: 193650-1$/SH/j1t
,f I qc(,6 Lffv (
Fort Pierce, Florida
SCANNED
BY
St.
ITEM TESTED: Compacted Foundation Fill
Lucie Coujgy
TEST LOCATION PEN DRY
MAX. DRY PERCENT
DEPTH
OF SAMPLE READ DENSITY
PROCTOR VALUE (P.C.F) COMPACTION
1. N.W.
0" -12" 38
108.1 - 111.7
96.8%
2. N.E.
39
109.0
97.6%
3. Center
40
109.6
98.1%
4. S.E.
40
110.1
98.6%
S. S.W.
38
108.3
97.0%
113.0
W
Soil Description:
E
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Brown Sand
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112.0 I—.._�._.. �..—..�
�..—..�
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.._�._..
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.._.
In Place Moisture:
H
T
I
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P
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Optimum Moisture:
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11.6%
C
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I
110.0 T.._a._.. .._..�.._.I._..-4
—..1--
Max. Dry Density: P.C.F.
F
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I
I
111.7
I
_
@ Test Locations The
D
1090 1-
Density & Penetrometer
R
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I
I
Readings Indicate the
Y
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I
I
Degree of Corrw9gjon Meets
108.0
8 9 10
11 12
13
14 15
Minim�4sri'F tu¢ �''+.+++
fordfk�Sll�ti
Moisture - % of Dry Weight
rnnn10"
9/18/2019
Disclaimer: Contractor is responsible to maintain
the building pad in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the building pad has been
altered from the approved inspected condition.
Email to: brett.webster@yahoo.com
Proudly Serving Florida since 1990
Headquarters
f 11345 U.S. Highway 1
t Sebastian, FL. 32958
Orlando
723 Progress Way
Sanford, FL. 32771
DATE TESTED:
PERMIT #:
CONTRACTOR:
JOB LOCATION:
"-I C 1 N ENGINES,"1G
l"I ft� L-'J JL % AND TM 14
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
October 1, 2019
20190660
Brett Webster Tractor Service
5912 Hickory Drive
Fort Pierce, Florida
Mailing
PO Box 78-1377
Sebastian, FL. 32978
Phone:772-589-0712
C.A.# 5693
KSMengineering.net
KSM JOB #: 193650-2d/MH/ct
ITEM TESTED: Compacted Foundation Fill - Final Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE (P.C.F) COMPACTION
1. N.E.
12" - 24" 53
110.6 111.7
99.0%
2. S.E.
52
106.9
95.7%
3. Center
55
107.7
96.4%
4. N.W.
51
107.7
96.4%
5. S.W.
51
108.3
97.0%
Soil Description:
Brown Sand
In Place Moisture:
5.9%
Optimum Moisture:
11.6%
Max. Dry Density: P.C.F.
111.7
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
Email
9- r-%- `0. 10/2/2019
1110
6rett.webster@yahoo.com
113.0
W
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112.O d—.._�._..
I
-.._..-
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.._ �._..
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�..—..� ..—.
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H
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T
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111.0 1-.._J._..�..
..L.._J._
. 1.._..L.._.
P
C
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110.0 �.._f._..
.._..�.._.I._..�
_..�.._.
F
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D
109.0.._1._..�.._..r.._.I._..y.._..r.._.
R
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Y108.0
I
I
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I I
8 9
10
11 12
13 14 15
Moisture - % of Dry Weight
Disclaimer: Contractor is responsible to maintain
the building pad in the condition that KSM
completed the indicated passed compaction test.
KSM is not responsible if the building pad has been
altered from the approved inspected condition.
Proudly Serving Florida since 1990