HomeMy WebLinkAboutKMS Soil Compaction ReportaML_jivt
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
PERMIT #
CONTRACTOR
JOB LOCATION
February 27, 2018
TC Custom Homes
5001 Pinetree Drive
Fort Pierce, Florida
KSM JOB # : 180703-1 d/SS/Ct
ITEM TESTED Compacted Foundation Fill - Addition Pad
TEST LOCATION DEPTH " PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E.
2. S.W.
Soil Description:
Brown Fine Sand
In Place Moisture:
6.4 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.4 P.C.F.
0" - 12" 36
" 34
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
for §1aWd'116EMOtiion.
*Arr, ea A91kvn to Natural Grade.
106.2 108.4 98.0
104.5 1196.4
109.0 1 I I
W
E I I I
I I I I
G
H 108.0 I—..—..i—..—.
T
P I I 1
107.0
C
I I I I I
106.0 —..— ..—. i——.i ... —.i... —.I. ... —
D I I I I I I
R I I I I I I
Y
105.01•—••--
9 10 11 12 13 14 15
Keller
si W_ 0 •
�ome.com
,a
�onald G. Keller, P.E.: 37293 / SI Lic. No.: 860
Moisture - % of Dry Weight
APPROVED
/ Julie E. Keller, P.E.: 68366
j 1 i
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 I 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
PERMIT #
CONTRACTOR
JOB LOCATION
February 27, 2018
TC Custom Homes
5001 Pinetree Drive
Fort Pierce, Florida
ITEM TESTED : Compacted Foundation Fill - Addition Pad
KSM JOB # : 180703-1 d/SS/Ct
TEST LOCATION DEPTH * PEN DRY , MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1. N.E. 0" - 12" 36 106.2 108.4 98.0
2. S.W. 1134 104.5 1196.4
Soil Description:
Brown Fine Sand
In Place Moisture:
6.4 Percent
Optimum Moisture:
12.0 Percent
Max. Dry Density:
108.4 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minicoy[q,Rgquired
to Natural Grade.
109.01 1 1 1 1 1
W
E I I I I I I
I I I I I I
G I I I I I I
H 108.0—..—.j.—..—
T I I I I
P I I I I I I
107.0—
C I I I I I I
F I I I I I
I I I I I
100.0 .— -- — •I — —
D I I I I I I
R I I I I I I
y
105.0 — --
9 10 11 12 13 14 15
Moisture - % of Dry Weight
pger t newnome.com
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
-711 - o 4
VL
KELLER, SCHLEICHER.& MacWILLIAMEN'GINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P 0. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589"0712
PALM BEACH (561) 845-7445 WwWAsmongin6eting.riet MELBOURNE (321)768-8488
FAX (561) 845-8876 E-Mail- K8M@k8MIENGlNtERING.NEf ST LUCIE-(779)229-9093
C.A.: 5693 FAX (712) 589-6469
SOIL COMPACTION REPORT
ASTM-0465t'and ASTM D292-2
DATE -TESTED February 27, 2018
KSM JOB, 180703-1 d/SS/Ct
PERMIT #
CONTRACTOR TC, Custom, Homes
JOB- LOCATION, 5001 Pinetree Drive
Fort Pierce, Florida
ITEM -ft ff
C6mpacted. Foundation, Fill - Addition Pad:
TEST LOCATION
-PPR
DRY :MAX -.'DRY
:PERCENT
OFSAMPLEDEPTH`
READ
bENSITY PROCTOR VALUE
COMPACTION
1, N.E.
01' - 1211 36
106.2 108.4
98.0
2. S.W.
it 34
104.5 of
96.4
Soil Description:
Brown. Fine Sand
In Place Moisture:
6.4 Percent -
Optimum Moisture:
12.0 Percent
Max. Dry 'Density:
1.08.4 P.C. F.
@76st Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
I Grade.
109.0
W
E
G
108.0
H
T
P
C if I I I
F
106.0
f -
R
y
105.0 ------
. 9 10 11 12 13 14 15
Moisture - % of Dry Weight
He Copy
PARTIAL APPROVAL
Ronald G. Keller, RE.: 37293 / Sl Lic. No.: 860 / Julie E. Keller, RE.: 68366