HomeMy WebLinkAboutSOIL DENSITY TEST REPORT,/
VERO BEAC
FRASER ENGINEERING AND TESTING, INC.
3504114DUSfRIAL 33rd STREET FORT PIERCE FLORIDA 34946
H (561) 567�i 167 FORT PIERCE (561) 461-7508 STUART (561) 2&3-7711 FT. PIERCE 14WO-233-901 F
Report
s of
DENSITY .OF SOIL IN PLACE
ASTM D2922
CLIENT: B & D Grading, Inc.
CONTRACTOR: Client
SITE: Lot 9, Fairways Landing
Foundation Fill
DATE: 3/22/99
PERMIT, #;-n— -3
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSW
IN PLACE
DRY
PERCENT
TEST
MAX.
NO_
TESTED
LOCATION
ELEVATION
NO.
DRY wT.
DENSITY
COMPACTION
9434
3/22/99
N.E. Comer
0 - 1'
9434
113.0
111.8
98.9
Center
0 - 1'
112.5
99.6
S.W. Corner
0 - 1'
111.7
98.8
All elevations below slab grade-
i
Copies: Client - 1
SLC Bldg. Dept. -1
0WE
1 , MAC 2 3.1999
C01MMUMTY DEvF' ,nD"a-Ali"
RespecxfuIly submitted,
ERASER ENCIMMING:AMMZS-fMG, INC.
Alexander H. Fraser,
GEOTECHNICAL ENGINEERING FOUNDATION MYESMATION a
P.E.=F Reg. No. 16178
CONCRETE, SOIL, AND ASPHALT TESTm
F
a�
VERO
FRASER ENGINEERING AND TESTING, INC. "
35041NDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946
:H (561) 567-6167 FORT PIERCE (561) 461-7598' STUART (561) 283-7711 � FT..PIERCE 1-800
Report
Of
MOISTURE DENSITY RELATIONSHIP
ASTM•.D-1557
CLIENT: B & D Grading, Inc. DATE: 3/22/99
TRACTOR: Client
SITE: Lot 9, Fairways Landing
Foundation Fill
us
P.C.F.
Dry Weighi
10 12 14
.. Moi�tore
% of Dry Weight .
Test
No.
Test
Method
le Location
O�
Moistme %
Max. Dry
Density- P.C.F.
Soil
Description
B
Composite
11.6
113.0
Brown, ss, se, fine sand. .
i.
Respectfl uy submitted,
FRASER ENGINEEMG.ANDJESnNG, INC.
A04
Alexander H. Fraser, P.E., Florida Reg. No. 16178
FOUNDATION W&STIGATM 'CONMTE. SOIL AND ASPHALT TESTING