HomeMy WebLinkAboutReport of Density of Soil in-placeri -
FRASER ENGINEERING. AND TESTING, INC.
3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLOP
� H r
VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 SMART (56:
Report JU JUL .2 41998
of
DENSITY OF SOIL IN -PLACE COMMUNITY DEVELOPN
ST. LUCIE COUNTY F
ASTM D2922
CLIENT: R.F. Concrete DATE: July 24, 1998
CONTRACTOR: Client ' PERNIIT #: ;8 603988
SITE: Mavrick Boats - Tooling Bldg. Addition
Foundation Fill
DENSITY
TEST
NO.
DATE
TESTED
LOCATION
,
ELEVATION
MOISTURE DENSITY
RELATIONSHIP
IN PLACE
DRY
DENSITY
- PERCENT
�OMPACMON
TEST
MAX
NO.
DRY WT.
7298
7/24/98
NE Comer
0 - 1'
7297
13.3
111.6
•98.5
7299
NE Corner_
.1 - 2'
111.9
98.8
7300
Center'
0 -11
112.9
99.6
7301
SW Corner
0 - 1'
112.7
99.5
ALL ELEVATIONS BEL
W SLAB GRADE
Copies: Client - 1
St. Lucie `County Building Department - 1 Respectfully'mated,
ERASER RING STING, INC.
. rp l�
r i .
Alexander Fraser"P.E. FL Reg. No. 16178
FRASER ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA '34946
VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011
CLIENT: R.F. Concrete
CONTRACTOR: Client
SITE: Mavrick Boats
115
109
Report
of
MOISTURE DENSITY RELATIONSHIP
ASTM 1557-78
DATE: July 24, 1998
9 11 13 15
Moisture - Percent of Dry Weight
TEST
TEST
SAMPLE
OPTIMUM
MAXIMUM
SOIL
NO.
METHOD
LOCATION
MOISTURE
DRY
DESCRIPTION
%
DENSITY - P.C.F.
Brown, slightly silty, slightly clayey,
7297 .
B
Composite
11.4
113.3
fine sand
I
Respectfully submitted,
FRASER EN ERING- TESTING, INC.
Alexande . Waser, P.E. FL Reg. No. 16178
(.RnTF(`T- Mr A i Vf%T Twin A Mn?J TmArcC"C-i A "r%XTO nni rr•nc-rc enn D- A On" A T r rcc . rnrn