HomeMy WebLinkAboutREPORT OF DENSITY SOIL IN PLACEFORT PIERCE: (561) 461-7508
VERO BEACH: (561) 567-6167
FRASER ENGINE�RING AND TESTING, INC.
STUARI' (561) 283-7711
3504 INDUSTRIAL.Ord STR I IM FORT PIERCE, FLORIDA 34946
Report
Of
DENSI I OF SOIL IN PLACE
ASTM D2922
alent Todd Wickard Date February 23, 1998
Contractor Client ISCANNED
Lot 6, Wimbrel Landi g UY
Site Foundation Fill sn,04411"tV, Permit #9.7120777
Test
No.
Location
Elevation
In Place
Dry Density
Moisture Density
Relationship
Percent
Compaction
Test No.
Max Dry
Density
6332
S.E. Corner
0 - 11
110.1
6194
111.5
98.7
1 - 2'
109.8
98.5
2 - 3'
111.0
99.6
Center
0 - 11
110.3
98.9
If
1 - 2'
110.8
99.4
2 - 3'
111.1
99.6
3 - 3 12-
110.0
98.7
N.W. Corner
0 - 11
109.6
98.3
1 - 2'
109.9
98.6
2 - 3'
llo!.:l
98.7
All eleva ions
below slab
grade.
Copies Client - 1
St. Lucie Co. Bldg. Dept. 1
nLl
FEB 2 4 W
COMMUMIFINVELOMENT
I ST WM COUM FL - I
Respectfully submitted�
FRASER ENGINEE22�GA TESTING,"INC.
PAUL H. DANFORTH, RE., YL RKg.,Wo. 44653
FRASElk.ENGO
3504 INDUSTRIA
VERO BEAC14 (561)567-6167 FORT PIERCE (561) 461-
MRING AND TESTING, INC.
33RD STREET FORT PIERCE, FLORIDA 34946
)8 STUART (561) 283-7711 FT. PIMCE 1-800-233-9011
'Y OF SOIL IN -PLACE
ASTM D-2922 -
Todd.Wickard
CLIENT: c/o Treasure Coast Real Estate
SITE: Wimbr 61 Landing,'!Lot 6
Foundation.Fill
TESTDATE: 1/�3/98
PERMIT:
TESTNO.: 6194*
LOCATION
ALL EI.EVATIONS
I ..'
BELOW SLAB GRADE
MOISTURE
DENSITY
RELATIONSHIF
MAXD"
DRY WEIGHT
IN-PLACIE
DRY
DENSITY
PERCENT
COMPACTION
S.E.-Corner
0 - 11
I=. _5
-TU-!;-. _5
1 - 21
110.*3.
98.9
2
109.6
98.3
.Center
0 - if
111.0
99.6
It
1 - 21
109.5
98.2
IV
2 - 31
110.7
99-.3
3 -'3
109.2
97.9
N.W. Corner
0 - 11
111.3
99.8
1 - 21
110. 4'
99.0
2 - 31
109.7
98.4
113
log
M
107 1 1 0 1 i 1
9 13
Moist-ure - ent of LU
Copies:
Client - 1 FEB
St. Lucie CO.' BldFMej3f'.-
MOISTURE DENSITY
RELATIONSHIP
ASTM D- 1557
Sample Location:
Composite
7estMethod:
B
Maximum Density:
111.5
Optimum Moisture:
11.6
Soil Description:
.Light brown,
slightly
silty,..s,lightly clayey,
fine sand.-
1 5V
L
,4
Respectfully submitted,
FRAS NG RING AND TESTTNG, INC.
Paul H. Daiiforth, P.1 U-.L Reg. No. 44653
NT
r."
GEOTECHNICAL ENGINEERING FOUN.IIATION INVESTIGATIONS CONCRETE, SOIL & ASPHALT TESTING