HomeMy WebLinkAboutDENSITY OF SOIL TESTF",SER ENGINEERING AND TESTING, INC.
3504 RMUSTRIAL 33cd STREET PORT PIERCE FLORIDA 34946
VTzicO BEACH (56I) 567-6 167 FORT PIERCE (561) 461-7509 STUART (561) 283-7711 FT. PIERCE 1-600-233-9011
Report
Of
DENSITY OF SOIL IN PLACE SCANNED
ASTM D2922 BY
St Lucie County
CLIENT: St. Lucie Structures
CONTRACTOR: Client
SITE: 2200 Kings Hwy.
Hogan Bros. Welding
Foundation Fill
DATE: 4/2/99
PERMIT*: 99020679.
1DENQ_r_rY
'PEST
NO,
�
DATE
TESTED
LOCATION
ELEVATION
MOISTURE -DENSITY
RELATIONsmP
IN PLACE
DRY
DENSITY
PERCENT
COMPACTION
TEST
NM
MAX.
DRY WT.
9520
4/2/99
S.W. Comer
0 - 1'
9520
110.0
108.2
98.4
S.W. Comer
1 - 2'
108.1
98.3
Center
0 - 1'
108.3
98.5
Center
1 - 2'
108.9 .
99.0
N.E. Comer
0 - 1'
108.5
98.6
I
I
I
N.E. Comer
1 - 2'
109.0
99.1
ALL ELEVATIONS BELOW SLAB
GRADE.
Copies: Client -I
SIC Bldg. Dept. -
U
1 APR - 5 P
1999
OOMMLiAIIT,..,�. -
ReVectfiffly mbn;trea,
FRASER ENGMEERIN_6r" ND TESTING, INC.
Alexander H.
178
POL*MTION NVESTk, TONS OOMCRBTE. SOIL. MID ASPFYILT TESTING
ERASER ENGINEERING AND TESTING_ , INC.
3504 R4DUSTRL1kL 33RD STREET FORT PIERCE, FLORIDA 34946
VERO BEACH (561) 367-6167 FORT PIERCE (581) 461-7598 STUART (581) 283-7711 FT PIERCE 1-800-233®011
Report
Of
MOISTURE DENSITY RELATIONSHIP
ASTM D-1557
St. Lucie Structures
Client
2200 Kings Hwy,
Hogan Bros. Welding
Foundation Fill
P.C.F.
Dry Weio
11 13 is
bla�tore
% of Dry Weight
.. DATE:4/2/99
Testff
Optutu_
Max Dry
Soil
0D•
a Location
Moisture%
Density- P.C.F.
Description
9520Composite
12.2
110.0
Brown, ss, fine sand with trace of
rock nodules.
Respectfully submitted,
FRASER ENGINEERING ANU,'11F;STING, INC ,f;
Alexander H. F , P.E., Florida Reg. No. 16178
ENGMERM FOUNDATION "ASnMT"S CONCRETE. S011. AND ASW&T TESTM