HomeMy WebLinkAboutKSM REPORT• °��� -�
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KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 329 7 BA 72 8 -07 2
PALM BEACH (561) 845-7445 www.ksmengineering.net B R (3 1 7 88
FAX (561) 845-8876 fL ST. 7 9- 093
E-Mail: KSM@KSMENGINEERING.NET
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED December 26, 2018 KSM JOB # : 184418-1 d/MH/ct
PERMIT # 1810-0266 SCANNED
BY
CONTRACTOR Dave Golden Homes St Lucie County RECEIVED
JOB LOCATION 5460 Slash Pine Trail JAN 0 8 2019
Ft. Pierce, Florida
ST. Lucie County, Permitting
ITEM TESTED 1st Lift for the House Pad
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.' N.E. = 0" - 12" 50 107.9 110.8 97.4
2. S.E. To50 110.3 1199.5
3.1 Center 50 108.6 98.0
4.1 N.W. 50 107.6 97.1
5. S. W. 50 108.1 97.6
Soil Description: 112.0 1 I I I I I
Brown Sand W
E
In Place Moisture: 1 111.0-
8.4 Percent' G
H01
I I I
Optimum Moisture:. T
110.0 'I I• I
11,.0 Percent P
I I I I I I
Max. Dry Density:. c
110.8 P.C.F. 109.0
F I I I I I
I
@ Test Locations The _ _ I _ ...... I _
Density &' Penetrometer D 108.0 �— — I I I I I
Readings Indicate the R I
I I I I I I
Degree of Compaction Meets Y I I I I I
Minimur�i�,i�ed 107.0.._.,—..—y.—..—,..—..�..—..t..—..,
fojrQ;;UNst eation 8 9 10 11 12 13 14
to Natural Grade.
R��o Moisture - % of Dry Weight
nt
a
' a
ELSF..E.; m
I't ✓��,•, vg�olpde�nhom} ess.�cIo�m r�Iartm t
Gi�`TVtSM; .'"3T29��S / Julie E. Keller P.E.: 68366
tl CP'19
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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 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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED.: December 26, 2018 KSM JOB # : 184418-2d/MH/ct
SCANNED
PERMIT # 1810-0266 BY
CONTRACTOR Dave Golden Homes St Lucie County RECEIVED
JOB LOCATION 5460 Slash Pine Trail
JAN 0 8 2019
Ft. Pierce, Florida ST. Lucie county, Permitting
ITEM TESTED'. 2nd Lift for the House Pad
TEST LOCATION DEPTH *PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
2., S.E.
3., Center
4. N.W.
5.' S.W.
I
Soil Description:
Brown Sand,
In (Place Moisture:
8.0 Percent
Optimum Moisture:
11'.0 Percent
Max. Dry Density:
110.8 P.C.F.
12" - 24" 50
109.6 110.8
98.9
" 51
111.4 "
100.5
If
50
110.1 "
99.4
to
50
108.6 "
98.0
If
50
109.3 "
98.6
@ Test Locations The
Density & Penetrometer
Readings_ Indicate the
Degree of Compaction .Meets
Minima Reqyifed
112.0 I I I I I
w I I I I I
E I I I I I
1 111.0 _.�_.._i._..— _.._1.._..�...—...
G
H I I I I I
T I I I I I
110.0—.._.i_.._ _i._. _.. .._...
p
I I I I I I
C I I I I I
109.0 _.i_. _.I._.._i._.. �.. .._...
F
I I
108.0 J . _...
R I I I I I
Y
107.0 i--.._.i—..—y._.._�.._..�.._..t.._...
8 9 10 11 12 13 14
,n to Natural Grade.
Vea&Moisture - % of`Dry Weight
}lilIegolden homes.
'co�m'
`Ii1R91PCe'I1�ru�L.:37�93��fQ�rc7�Id)t / Julie E.'Keller, P.E.: 68366
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A%Q1AW
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
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED December 31, 2018 ' KSM JOB # : 184418-3d/MR/cv
PERMIT # 1810-0266 RECEIVED
CONTRACTOR Dave Golden Homes JAN 0 8 2019
JOB LOCATION 5460 Slash Pine Trail
Ft. Pierce, Florida SSCANN
I: Lucie -County, Permitting
BY
g 1L ude County
ITEM TESTED Final Lift for the House Pad
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.W. 12" - 24" 51 110.0 110.8 99.3
2. S.W. 50 109.4 98.7
3. Center 49 108.8 98.2
4. N.E. 51 109.9 99.2
5.1 S.E. 50 109.6 98.9
Soil Description:
112.0 •- I I I I I
Brown Sand I
W
In Place Moisture: E
11.7 Percent 1 111.0—.j—..—.j.—..— —.. �..—..T..—..,
G
H
Optimum Moisture: T
11.0 Percent 110.0 -- —
P I
Max. Dry Density:
I I I I I I
110.8 P.C.F. C 109.0—..—.�—.
I I I I I I
F I I I I I
@ Test Locations The I
Density & Penetrometer
108.0
Readings Indicate the Dj I I I I I
Deq(011911 %action Meets R j I I I I I
Y
`*ram®��'••• ���� 107.0--..—.�—..—�.—..—�..—.. �..—..t..—..,
•• �, r• 8 9 10 11 12 13 14
t d!esjD�tf I fiilted•Z Moisture - % of Dry Weight
t
Eff Wavegoldenhomes.com
Fax and" ail to: St. Lucie County Building Department
Ronald G. Keller, E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366