HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT 2-12-19' SCANNED
{�BY
MARTIN (772) L� PO.
BOX 78-137'
PALM BEACH (561) 845-7446 WW
FAX (561) 845-8876 E-Mail: KS.
C.A.: 5693
_�l l - 638.3
� Ij AM
LIAM ENGINEE I INC.
SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
:smengineering.net MELBOURNE (321) 768-8488
iKSMENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
February 6, 2019
KSM JOB # : 190556-1 d/SS/jl
PERMIT #
1811-0383
RECEIVED
CONTRACTOR
B & D Grading and
Land Clearing
FEB 1 ti019
JOB LOCATION
3705 Tanager Place
Fort Pierce, Florida
permittin9_Department
Lucie county
St.
ITEM TESTED
Compacted Foundation
Fill - 1st Lift
TEST LOCATION
DEPTH PEN
I
DRY
MAX.DRY PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE COMPACTION
1. S. E:
2. Center
3. N.W.
Soil Description:
Dark Brown Sand
with Trace of Clay
In Place Moisture:
11.5 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minir wmReauired for
38 107.2 110.9 96.7
33 105.8 If95.4
33 105.6 95.2
112.0 - I I I I
I I I I I I
I I I I I
E 111.0 �..— —..— . —.._ —.. ......
I 'j 'j j'
G I I I I I I
H
T 110.0
I
IP I I I I
�C 109.0
F I I I
108.0—.�—.._.�.—..—�.—..�..—.. �..—.._
D
I I I I I I
IR I I I I I
9 10 11 12 13 14 15
i-WWWMatt.net
i67dXRa:,.. Lucie County Building Department
°0�°reae�e�►�a�<<
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
FILE _*1.00py
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 wwwlksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 1 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1i57 and ASTM D 2922
DATE TESTED February 6, 2019 KSM JOB # : 190556-2d/SS/jl
PERMIT # 1811-0383
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION 3705 Tanager Place
Fort Pierce, Florida
ITEM TESTED : Compacted Foundation Fill - 2nd Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 12" - 24" 34 105.8 110.9 95.4
2. Center If40 108.1 1197.5
3. N.W. It37 106.7 96.2
Soil Description:
Dark Brown Sand 112.0 -
with Trace of Clay I I I I I I
In Place Moisture: W I I I I
10.4 Percent E I I I I I
111.0 �..— j—..—.� ......—..i..—.. i .—.._
Optimum Moisture: G I I I I I
12.0 Percent H I I I
Max. Dry Density: I I I I
110.9 P.C.F. P I I I I I
C 109.0 —•�——.I.—..-1.—..�..— _.I..—.._
@ Test Locations The
Density & Penetrometer
Readings Indicate the I
Degree of Compaction Meets 108.0 — • I— — I• — • • — I • — • • --I• — • — • -
Minimum Required for D I I I I I
I
Un ed "A' Lon R '1 I 1 I I 1
a.� 9 10 11 12 13 14 15
Moisture - % of Dry Weight
ie _elle
TOE OF
alk�p b "tt.net
nd. .� ucie County Building Department
i
ONAX_
���r��eeees►��
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
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n
KELLER, SCHLEICHER & MaCWI L LIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377i SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 wwwlksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 1FAX (772) 589-6469
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
February 6, 2019
1811-0383
B & D Grading and L
3705 Tanager Place
Fort Pierce, Florida
nd Clearing
KSM JOB # : 190556-3d/SS/jl
ITEM TESTED : Compacted Foundation Fill - Final Lift
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.W.
2. Center
3. N.E.
Soil Description:
Dark Brown Sand
with Trace of Clay
In Place Moisture:
9.7 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
- 12" 41
" 38
If
33
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minim,gW&quired for
Mion
A
O
W
E
I
G
H
T
P
C
F
D
R
Y
108.0 110.9 97.4
107.1 if96.6
105.9 If95.5
egd[RE OF
t eAatt.net
stldp��n/rat��fi Lucie County Building Department
ONAL 049
oA���J�9�dlsltt0!
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
/ Julie E. Keller, P.E.: 68366
036,5
4
40 �
PIC, COPY
KELLER, SCHLEICHER & MacWILL1AM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755P.O. BOX 78-1377, S
IEBASTIAN, FL 329784377 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED :
SOIL COMPACTION REPORT
ASTM D 1667 and ASTM D 2922
February 6, 2019 KSM JOB # : 190556-2d/SS/jl
1811-0383
B & D Grading and Land Clearing RECEIVED
3705 Tanager Place FEB 0.8 7n1v
Fort Pierce, Florida
Permitting Departnj�,•
St. Lucie Collr
Compacted Foundation Fill - 2nd Lift
TEST LOCATION DEPTH PEN I DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 12" -
2. Center it
3. N.W. to
Soil Description:
Dark Brown Sand
with Trace of Clay
In Place Moisture:
10.4 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
110.9 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
MinivaUM41Rdowii;ed for
34
105.8 110.9
90.4
40
108.1
97.5
37
I
106.7
96.2
112.0
W
I I I I I I
E 111.0 ;--
G I I I I I I
H
110.0
P I I I I I
-4
C 109.0 _ _.._
�F I I I I
108.0 i _.�_.._.�._.._�._..�.._...._.._
!p I II I I
�R I I I I I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
A i
i
Watt.net
e Lucie County Building, Department
aaatausms"'-
Ronald G. Keller, P.E.: 37293, / 51 Lic. No.: 860
/ Julie E. Keller, P.E.: 68366
!1 .
•
KELLER, SCHLEICHER & MacWI
MARTIN (772) 337-7755 'PO. BOX 78-137'
PALM BEACH (661) 845-7445 WWI
FAX (661) 845-8876 E-Mail: KS
C.A.: 5693
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED :
TEST LOCATION
OF SAMPLE
LIAM ENGINEERING AND TESTING, INC.
SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
,smengineering.net MELBOURNE (321) 768-8488
?KSMENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
February 6, 2019
1811-0383
B & D Grading and
3705 Tanager Plac
Fort Pierce, Florida
Coin
Clearing
Fill - Final Lift
KSM JOB # : 190556-3d/SS/jl
DEPTH PEN DRY MAX. DRY PERCENT
READ DENSITY PROCTOR VALUE COMPACTION
1. S.W. 0" - 12" 41 108.0 110.9 97.4
2. Center 11 38 107.1 96.6
3. N. E. if 33 105.9 95.5
Soil Description:
Dark Brown Sand 112.0 -
with Trace of Clay I I I I I
In Place Moisture: W I I I I I
9.7 Percent E 111.0 +-
_..i.._.. i .
Optimum Moisture: G I I I I I I
12.0 Percent I H � .— I—•• —.•_I _„_ —,. I ._•,_
T 110.0 -r • — —
Max. Dry Density: I I I I
110.9 P.C.F. I P I I I I I c 109.0 I _.I_ _.I._.._I._.._J.._ �.._.._
@ Test Locations The
Density & Penetrometer i F
Readings Indicate the
Degree of Compaction Meets ; 108.0-
Minimum Required for ! D I I t I I
U® AtAkedefigp idation ! R
°;•` • fE ed: 9 10 11 12 13 14 15
Moisture - % of Dry Weight
;Pre de OF o
10
�. �bd adatt. net
ta•ucie County Building Department
i
Ronald G. Keller, P.E.: 3729I3 ! SI Lic. No.: 860
/ Julie E. Keller, P.E.: 68366
i
KELLER, SCHLEICHER & MacWILIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P0. BOX 78-1377, ISEBASTIAN, 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. LU (772) 9-
C.A.: 5693 FAAXX (772) 589-6469
469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED February 6, 2019 KSM JOB # : 190556-1d/SS/jl
PERMIT # 1811-0383
CONTRACTOR B & D Grading and Land Clearing
JOB LOCATION 3705 Tanager Place
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill -1st Lift
TEST LOCATION DEPTH PENT DRY MAX.DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. S.E. 0" - 12" 38 107.2 110.9 96.7
2. Center 33 105.8 95.4
3. N.W. it.33 105.6 95.2
Soil Description:
Dark Brown Sand 112.0 -
with Trace of Clay I I I I I I
In Place Moisture: I I I I I
11.5 Percent E I I I I I
111.0 •�•.._ i_..—.� —..— _..i..—.. i ._.._
Optimum Moisture: I I I I
12.0 Percent H I
T 110.0
Max. Dry Density: I I I
110.9 P.C.F. P I I I I I
I J——.I._••—I.—..—I..— �.
C 109.0
@ Test Locations The I I I I
Density & Penetrometer F I I I I
Readings Indicate the I
Degree of Compaction Meets 108.0
Mj0mm'Req4ired for b I I I I I
b t1t kU 1. ds jon 'R t I I I I
� e 'ectfully lib it(b 9 10 11 12 13 14 15
14,
�t,o• Moisture - % of Dry Weight
'DUI e:. "•
gnt • a
aft.net j
;,S. Lucie County Building Department
peda�li9fl�i�e�,e
Ronald G. Keller, P.E.: 37293 SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366