HomeMy WebLinkAboutKMS Soil Compaction Reportti
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KELLER, SCF LEICHER & 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 March 27, 2018 KSM JOB # : 181046-1 d/MH/cv
PERMIT # 1712-0728
RECEIVED
CONTRACTOR Wynne Development
APR 0 4 7018
JOB LOCATION 48 Galeria
Riverfront Permitting Departmen�
St. Lucie County
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
TEST LOCATION * PEN
DRY MAX. DRY
PERCENT
DEPTH
OF SAMPLE READ
DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 50
104.9 110.0
95.4
2. N.W. 1150
108.1 if98.3
3. Center of50
109.6
99.6
4. S.E. 50
108.4
98.5
5. N.E. 51
106.1
96.5
Soil Description:
Brown Sand with
111.0 I I I I
1
Traces of Clay W
I I I I I
I
In Place Moisture: E
I I I I I
1
7.2 Percent I
I j j I I
I
G
110.0
Optimum Moisture: H
I I I
I
11.0 Percent T
1 I I I I
I
I
Max. Dry Density: p
I I
I I I I
I
I
110.0 P.C.F. •
109.0
@ Test Locations The
I I I I
I
Density & Penetrometer F
I I I
I
Readings Indicate the
108.0 — �——•I._••—l._••-I••—•• —••-
Degree of Compaction Meets
I I I I
I
Minimum Required D
I I I I
I
for S%M rg ndation. R
I I I I
I
`NI fta M %. aken to Natural Grade.
107.0—
'" d:
8 9 10 11 12
13 14
Moisture - % of Dry Weight
- e
;�.r F �.
x nd aril to - Ocie County Building Department
ishlakes.com
1,1ONAL� ����ionald G. Keller RE.: 37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366
03/29/2018 08:19 77258-96469
KSM ENGINE
PAGE 04/05
IV OIL /'
,ilm.L A
KEL.LER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337�7755 PO. BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 ' MELBOURNE 321 768-8488
FAX (567) 845-8876 www.ksmengfncEring,net ( )
FAX 561) E-Mail: KSM@KSMENGINEERING. NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM A 2922
DATE TESTED ; March 27, 2018
PERMIT # ; 1712-0728
CONTRACTOR Wynne Development
JOB LOCATION .48 Galeria
Riverfront
Part St. Lucie, Florida
KSM JOB # : 181046-1 d/MH/cv
RECEIVED
MAR 0 7018
permitting Department
St. Lucie County
ITEM TESTED
Com acted Foundation Fill
TEST LOCATION
DEPTH * PEN
DRY
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
S.W.
0" - 12" 50
104.9
110.0
95_4
2-
N.W.
IF 50
108.1
11
98.3
3.
Center
50
109.6
99.6
4.
S.E.
50
108.4
"
98.5
6.
N.E.
51
106.1
96.5
Soil Description:
Brown Sand with
Traces of Clay
In Place Moisture:
7.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
110,0 P.C.F.
@ Test Locations The
Density & penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for Staked Foundation_
e 1
r
x an aCi to
��NAL'E�;;��;
to Natural Grade,
111,0 -I 1 I I I 1
w I I I ! 1 I
E ► i i i i i
I I I I I I f
G 110.0
H I I
T I I I I I I
I j I I
P 109.0
I_ •I � ^I . I I
C108.0
I I I I I I
I I I I I I
0 I I ! I I 1
R I I I I I 1
Y 107.0..�_I—.._.I._,.—I.T..�.,.�_.�,.— ,
8 9 10 11 12 13 14
T — Moisture - % Of Dry Weight
kPcie County Building Department
nishiakes,com
iald G• Keiicr, P.E.; 37293 / GI Lic- No.: 860 / li,lir•. F KPIIar Pr- • Awarn
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 March 27, 2018 KSM JOB # :
PERMIT # 1712-0728
CONTRACTOR Wynne Development
JOB LOCATION 48 Galeria
Riverfront
Port St. Lucie, Florida
ITEM TESTED Compacted Foundation Fill
181046-1 d/MH/cv
TEST LOCATION DEPTH *PEN
DRY MAX. DRY
PERCENT
OF SAMPLE READ
DENSITY PROCTOR VALUE
COMPACTION
1. S.W. 0" - 12" 50
104.9 110.0
95.4
2. N.W. to50
108.1 It98.3
3. Center It50
109.6
99.6
4. S. E. to50
108.4
98.5
5. N. E. to51
106.1
96.5
Soil Description:
Brown Sand with
111.0 i I I I
I 1
Traces of Clay W
I I I I
I I
In Place Moisture: E
I I I
•
I I
7.2 Percent I
I I I I
I I
110.0
Optimum Moisture: H
I I
I I
11.0 Percent T
I I I I
I
I I
Max. Dry Density: P
110.0 P.C.F.
I I
I
I I
C
@ Test Locations The
I I I I
I I
Density & Penetrometer F
I I
I I
Readings Indicate the
108.0
Degree of Compaction Meets
I I I
I I
Minimum gired D60on.
R
I I I
I I
n to Natural Grade. Y
107.0
��R��• ey
•WA
8 9 10 11
12 13 14
---
Moisture - % of Dry Weight
r P,
• �alie er
alcle 00
County Building Department
„•..®•
�pAishlakes.com
Ronald G. Keller, P.E.: 37293 / SI Lic.
No.: 860 / Julie E. Keller, P.E.: 68366