HomeMy WebLinkAboutKSM REPORTSTAP OIL I
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KELLER, 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) 84' ' 5-7445 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
Revised: April 23, 2019
DATE TESTED April 12, 2019 KSM JOB #
PERMIT #
CONTRACTOR
JOB LOCATION
SLC1811-0411
Reggie Doe
2204 N. 53rd Street
Ft. Pierce, Florida
191379-2d/SS/cv
SCANNED
BY
St Lucie County
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0
ITEM TESTED Footer for the Patio Extension - Re -Test
TEST LOCATION DEPTH
PEN
DRY MAX. DRY PERCENT
OF SAMPLE
READ
DENSITY PROCTOR VALUE COMPACTION
1. North 0" - 12"
39
103.4 106.6 97.0
2. East
36
102.7 1196.3
3. South
39
104.5 98.0
Soil Description:
W
108.0
Gray Fine Sand
E
107.0 �..—.�—..—.�.—..--..—..—�..—.. �..—.._
In Place Moisture:
G
I I I I I
9.5 Percent
H
T
j
I I I I I
Optimum Moisture:
106.0 I —�.—.. .I..—..1..— -
P
I
12.0 Perceht '
I I I
C
j I
Max. Dry Density:
105.0 T—-
106.6 P.C.F.
F
@ Test Locations The
104.0
Density & Penetrometer
D
I
Readings Indicate the
R
Degree of Compaction Meets
I I I I I
Minimumii Required
103.0..—.;—..—.;.—..—;.—..—;..—..�..—..�
9 10 11 12 13 14 15
g 9D�
8fa' � t�ftdat'ion
wyf
a `�.� ,.•• °'°°;q A.
Moisture - % of Dry Weight
•
• e
• i • m
a
" ie E. Ile , P o
p kre i •' e
"sic@att.net
F V� ° •r••ro• ?
Ronald G. Keller,, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
04/23/2019 15:13 7725896465 KSM ENGINEERING PAGE 01/01.
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,V O ILS I -U T [T
K;ELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SERASTIAN (772) 589.0712
PALM BEACH (561) 845-7445 wwwARsmengineering:net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMOKSMRNGINE ERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
SOIL COMPACTION REPORT
ASTM D 1657 and ASTM D 2922
Revised: April 23, 2019
DATE TESTED April 12, 2019 KSM JOB # : 191379-2d/SS/cv
PERMIT #
CONTRACTOR .
JOB LOCATION :
SLC1811-0411
Reggie Doe
2204 N. 53rd Street
Ft. Pierce, Florida
ITEM TESTED - • Footer for the Patio Extension - Re -Test
REcENE)
APR-2 1019
permitting Department
St. Lucie County
TEST LOCATION DEPTH PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
North
0" - 12" 39
103.4 106.6
97.0
2.
East
36
102.7
96.3
3.
South
39
104.5
98.0
Soil Description:
Gray Fine Sand
In Place Moisture:
9.5 Percent
Optimum Moisture;
12.0 Percent•
Max. Dry Density:
106.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimum Required
y vi7 �
f�8�
A Freg�diF
net
1o8.a - t I I I
W I
E I I I I
G 107,0
H I I I I I I
T t I
''.
R103.0
I I I I I
Y I I I I I
9 10 11 12 13 14 15
Moisture - % of Dry Weight
oaa���e!yA�•
Ronald'G. Keller•, P.E.: 37293 / 81 Lip, Np.: 860 / Julie E. Keller, P.E.: 68368