HomeMy WebLinkAboutKSM SOIL CONSERVATION REPORTSm o�y /8!/ 63 63
-
KELLER, SCHLEICHER & MacWILLI
MARTIN (772) 337-7755 PO, BOX 78-1377, SE
PALM BEACH (561) 845-7445 www.ksmi
FAX (561) 845-8876EIVED E-Mail: KSM@KS
C.A.:5693 RC-CEIVED
jut't t 2019
crmici1Ne VpXent SOIL COMP
Permitting Dep%ent ASTM D 1657
tLucie County
DATE TES�i . ED February 6, 2019
kM ENGINEERING AND ,TESTING, INC.
BASTIAN, FL 32978-1377 SEBASTIAN V72) 589-0712'
mgineering.net MELBOURNE (321) 768-8488
MENGINEERING.NET ST. LUCIE V72) 229-9093
FAX V72) 589-6469
ON REPORT
ASTM D 2922
KSM JOB # : 190556-1 d/SS/jl
PERMIT # 1811-0383 I SCANNED
CONTRACTOR B & D Grading and Land Clearin BY
5q Lucie County
JOB LOCATION 3705 Tanager Place
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - ,st Lift
I
TEST LOCATION DEPTH PEN 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 It33 105.8 It 95.4
3. N.W. 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: W I I I I I
11.5 Percent I I I I I
E 111.0
I I I I I
Optimum Moisture: G I I I I I I
12.0 Percent H
T 110.0
Max. Dry Density: I I I I I
110.9 P.C.F. P I I I I
C 109.0 A——.I.—..—I.—..�..— �..—.._
@ Test Locations The I I I I
Density & Penetrometer F
Readings Indicate the I —
Degree of Compaction Meets 108.0 —
1 44p t >'ulYilRey4ired for D j it I I I I
,�?�iskl�clgitdAkzo! go.a�ion R I I I I I
W EtfuII ♦�itb it 9 10 11 12 13 14 15
N 6� i
0. -' - � Moisture - % of Dry Weight
a rent
• •.� gPhgl§att.net
Lucie County Building Department
l
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
le, CP IL t
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN V72) 337-7755 PO. 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
RECEIVED I
SOIL COMPACTION REPORT
J0� ` Z019 ASTM D 1557 and ASTM D 2922
fng Dp,,,,ent
DATE TESRi` ucle:cou^tfebruary 6, 2019
PERMIT # 1811-0383
CONTRACTOR B & D Grading and Land
JOB LOCATION 3705 Tanager Place
Fort Pierce, Florida
ITEM TESTED Compacted Foundation Fill - 2nd Lift
KSM JOB # : 190556-2d/SS/jl
TEST LOCATION DEPTH PEN 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:
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
Mirun vM4Rftljred for
- 2411 34 105.8 110.9 95.4
11 40 108.1 11 97.5
11 37 100 1' 96.2
112.0 -
W I
E I 111.0
G I I I
H I
T. 110.0j_.._Y_ .._I
PC 109.0
1 I I I I I
F
108.0 J_.�_.._.j._.._f._..�.._..� .._.._
R I II I I I I I
Y 107.0
9 110 11 12 13 14 15
.�•� 1'�---'°'�" I Moisture - % of Dry Weight
. V
att. net
it�gljil $1`. Lucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 1 11 Julie E. Keller, P.E.: 68366
KELLER, SCHLEICHER & MacWILL
MARTIN V72) 337-7755 P.O. BOX 78-1377, S
PALM BEACH (561) 845-7445 www.ksi
FAX (561) 845-8876 E-Mail: KSM@t
C.A.: 5693 RECEIVED
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
ITEM TESTED :
TEST LOCATION
OF SAMPLE
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.
JUN Y 2WIL COMP
Permitting De ftVe t D 1567
qt Lucie County
February 6, 2019
C1 If
W ENGINEERING AND TESTING, INC.
BASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
mgineering.net MELBOURNE (321) 768-8488
VIENGINEERING.NET ST. LUCIE (772) 229-9093
FAX (772) 589-6469
ACTION REPORT
and ASTM D 2922
1811-0383
B & D Grading and Land Clearing
3705 Tanager Place
Fort Pierce, Florida
Compacted Foundation Fil - Final Lift
KSM JOB # : 190556-3d/SS/jl
DEPTH PEN IDRY MAX. DRY PERCENT
READ DENSITY ' PROCTOR VALUE COMPACTION
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required for
Un.atal sslifiQundation
% :Pre de
IT f
..
'ice `� ........
NAL
- 12" 41 108.0 110.9 97.4
of38 "107.1 if96.6
33 jI05.9 95.5
11210
I I I I I I
E 111.0
G I I I I I I
H j
T 110.0
I I I I
P III I I I I I
F I I I I
108.0I—.(—..—.j.—..—j.—..�..—..�..—.._
D
I I I I I
R
Y 107.0
I9 10 11 12 13 14 15
Moisture - % of Dry Weight
' irv' �I
att. net
t" ucie County Building Department
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 8 0
I
/ Julie E. Keller, P.E.: 68366