HomeMy WebLinkAboutInspection DocsA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 RO. 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
DATE TESTED
PERMIT #
CONTRACTOR
JOB LOCATION
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
February 6, 2018
1704-0275
Betty Jo Grogan
8302 Penny Lane
Lakewood Park
Ft. Pierce, Florida
KSM 'JOB # : 180381-1 d/MH/ct
ITEM TESTED Compacted Foundation Fill - Detached Garage
TEST LOCATION DEPTH * PEN DRY _ MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.W.
0" - 12" 50
109.6 110.7 I
99.0
2.
Center
if50
108.3
97.8
3.
S: E.
50
108.5
98.0
Soil Description:
Brown Sand
In Place Moisture:
9.2 Percent
Optimum Moisture:
11.0 Percent
Max. Dry Density:
110.7 P.C:F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
Minimu jv,RftgNired
112.0
W
E I I I I I I
H
T I I I I
I I I I I
---P 110.0
C I I I I I
109.0
I I II I I
D 108.0 L.._ ._.
R
Y I I I I I I
107.0—.._7.—..T..—..�..—;._..T.._..1— —1
8 9 10 11 12 13 14 15
g s•!7;ato Natural Grade.
�eic�tfullV bti°>lTie d'E Moisture - °/a of Dry Weight
•
s
N
E. OF ;
•4
��aiF qan@aol.com
"1 6%I 't °��. %*Lucie Count Building Department
��i RpAald G. Keller, P.E.: 37293 / SI Lic. No.: 860
/ JL:Iie E. Keller, P."E.: 68366
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
February 6, 2018 KSM JOB # :
180381-1d/MH/ct
PERMIT #
1704-0275
CONTRACTOR
Betty Jo Grogan
REC"o
JOB LOCATION
8302 Penny Lane
FEB 14. 701A
Lakewood Park
PerrnjWrg Department
Ft. Pierce, Florida
St Lucie county
ITEM TESTED
Compacted Foundation Fill - Detached Garage
TEST LOCATION
DEPTH *PEN DRY MAX. DRY
PERCENT
OF SAMPLE
READ DENSITY PROCTOR VALUE
COMPACTION
1. N.W. 011- 1211
50
109.6 110.7 99.0
2. Center
50
108.3 97.8
3. S. E.
50
108.5 98.0
Soil Description:
Brown Sand
112.0 -
I I I I I I
W
I
E
In Place Moisture:
I
I I I I I I
9.2 Percent
G—
H
I I I I I
Optimum Moisture:
T
I I I I I
11.0 Percent
P
110.0
I �._.. r.._I. _T.._..I_.._
Max. Dry Density:
110.7 P.C.F.
C
I I I I I
109.0
F
@ Test Locations The
Density & Penetrometer
108.0-T.._..�.._�._.., .._..� _
Readings Indicate the
D
R
I
Degree of Compaction Meets
Y
I I I I I I
I
MinimagrjuRestuj�ed%
I I I I I I
107.0 _
—9
foti�r�st*eti;Ellyidption
8 10 11 12 13 14 15
Zs*MN
fie' ully
to Natural Grade.
Moisture - % of Dry Weight
til;tbOw-4� )jan@aol.com
+ I r � Ucie County Building Department
�,-fiald G. Keller, P. .: 37293 / SI Lic. No.: 860 / Julie E. Keller, RE.: 68366
r'rrrl�l9�e�.•