HomeMy WebLinkAboutKSM SOIL COMPACTION REPORT�CIL r RECEI'.'" D NOV 05 2014
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: KSMQKSMENGINEERING.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
November 3, 2014
1409-0008
Jeff Wilson Masonry
4914 Orange Avenue
Fort Pierce, Florida
KSM JOB # : 141969-1 d/ES/km
ITEM TESTED Compacted Foundation Fill for Detached Garage
TEST LOCATION DEPTH * PEN DRY MAX. DRY PERCENT
OF SAMPLE READ DENSITY PROCTOR VALUE COMPACTION
1.
N.E.
0" - 12" 40
110.9 114.6
96.8
2.
N.W.
38
113.1
98.7
3.
Center
50
111.5
97.3
4.
S.W.
48
109.7
95.7
5.
S.E.
46
109.9
95.9
Soil Description:
Brown and Gray Sand
with Clay
In Place Moisture:
7.4 Percent
Optimum Moisture:
10.4 Percent
Max. Dry Density:
114.6 P.C.F.
@ Test Locations The
Density & Penetrometer
Readings Indicate the
Degree of Compaction Meets
MinidmMINA 7 Qd for
to Natural Grade.
116.0
W
E I
I j I I I I
G115.0 i —.i—..—j..—..�..—..�..
H
T
114.0
P
C I
11.3.0-- —�— •—.
• I
F
112.0 �— —•I— —I
D I I I
R I '
Y111.0I • I — I••— 1 •-1 • 1 — r - -�.. _, r r - -r -i
7 8 9 10 11 12 13 14
Moisture - % of Dry Weight
En
-ervice@aol.com
ty Building Department
opoevvivallo Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
11/05/2014 10:25 77258964f% _" KSM ENGINEERING PAGE 01/01
AmL-aAW
KELLER, SCHLEIGHER ,.& MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7759 R0. BOX 78-1377, SEBASTIAN,, FL 32978-1377 SEBASTIAN (772) 589-0712
AM BEACH (561) 845-7445
FAX wwwAsmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM®KSMENGENEERING.NET 5T. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-0469
SOIL COMPACTION REPORT
ASTM D 1557 and ASTM D 2922
DATE TESTED
PERMIT ##
CONTRACTOR
JOB LOCATION
November 3, 2014
1409-0008
Jeff Wilson Masonry
4914 Orange Avenue
Fort Pierce, Florida
KSM JOB # : 141969-1d/ES/km
ITEM TESTED
_Compacted Foundation Fill for Detached Garage
TEST LOCATION
DEPTH x PEN
DRY-
MAX. DRY
PERCENT
OF SAMPLE
READ
DENSITY
PROCTOR VALUE
COMPACTION
1.
N.E.
0'' , 12" 40
110.9
114.E
96.8
2.
N.W.
38
113.1
"
98.7
3.
Center
50
111.5
97.3
4.
S.W.
48
109.7
95.7
5.
S.E.
46
109.9
95.9
Soil Description:
Brown and Gray Sand
with Clay
In Place Moisture:
7.4 Percent
Optimum Moisture:
10.4 Percent
Max. Dry Density:
114.6 P.C.F.
@ Test Locations The
Density.& Penetrometer
Readings Indicate the
Degree of Compaction Meets
MAW tWO for
rt
to Natural Grade,
(t
116.0
E I I I I I I I
G115-0
H
T ! I I 1 I
j I I I I I I
C11.3.0-
F
112.0
D
R I I I I 1 ! I
Y111-Q
7 8 9 10 11 12 13 14
Moisture - % of Dry Weight
RECEIVED NnV 05 2014
RECEIVED NnV 05 2014
�Itservice@aol.com
�.unty Building Department
P.�•M•.^"°° ponald G. Keller. P.E.- 37293 / SI Lic. Nc.: 860 / Julie E. Keller, RE.- 68366