HomeMy WebLinkAboutField Density Reporto - Ardaman & Associates, Inc.
460 NW Concourse Place, Unit #1
Port St. Lucie, Florida 34986
(772) 878-0072
FIELD DENSITY REPORT
DATE OF TEST: 8/15/08
PROJECT: Lot # 749 Venture Out
SUBMITTED TO: Edgerly Construction
1
FILE NO.: 08-5587
(MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557/AASHTO T-180)
(FIELD DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-2922/AASHTO T-238)
Test
No.
Location
OMC
(%�
Max.
Density
(lb/ft'
Moisture
at time of
test %
Field
Density
Ib/ft'
% of
Max.
DensitySpec
Job
Elevation
Wall and Column Footing Subgrade F
1
North Wall Footing
11.5
107.5
8.9
107.2
100
98
0 to -1'
2
East Wall Footing
11.5
107.5
9.2
106.9
99
98
0 to -1'
3
South Wall Footing
11.5
107.5
7.9
107.4
100
98
0 to -1'
4
West Wall Footing
11.5
107.5
8.1
106.8
99
98
0 to -1'
5
East Column Footing
11.5
107.5
8.4
107.4
100
98
0 to -1'
6
West Column Footing
11.5
107.5
8.2
106.8
99
98
0 to -1'
F-soil directly below footing
Da" ; Z allack, P.E.
B anch anager
F 'Re Vo.63911=
AS MUl UAL PP.OTEC7ION 10 OUR CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE C014F IDENI IAL PROPERTY OF CLIENTS AND AUTHORIZAI ION FOR
PUBLICATION OF STATEMENTS CONCLUSIONS OR EY•TRACTS FROf:1 OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITIEN APFROVA.L
125.0
120.0
115.0
I—
O
LL 110.0
U
m
U
Q
LU
IL
U)
0 105.0
Z)
O
o_
2
C7
LU
r
100.0
rr
95.0
90.0
i I
Ewa - �idaman & Associates,'rric
460 NW Concourse Place, Unit #1
Port St. Lucie, Florida 34986
772-878-0072
PROJECT: Lot 749 Venture Out DATE: 08/18/08
REPORTED TO: Edgerly Construction FILE NO.: 08-5587
PROGRESS REPORT NO.: 1
Moisture -Density Relationship
-•
SUMMARY OF TEST RESULTS � f •`�
SAMPLE NO.
890
SAMPLED BY/ DATE
TIC / 08-15-08
SAMPLE LOCATION
Footings
TEST METHOD
ASTM D-1557
MAXIMUM DRY DENSITY
107.5
(PCF)
OPTIMUM WATER CONTENT
11.5
(off )
LIMEROCK BEARING RATIO
SOIL DESCRIPTION:
Brown Fine Sand with Shell
CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY
EQUAL TO:
2.65
2.70
2.75
5 10 15 20 25 30 35
WATER CONTENT- PERCENT -OF DRY,WEIGHT
By
JFD
n J. Zrallack, P.E.
nda Registration N6.63911
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTAL PROPERTY OF CLIENTS AND AUTHORI-
ZATION FOR PUBLICATION OF'STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
— - Ardaman & Associates, Inc.
460 NW Concourse Place, Unit #1
Port St. Lucie, Florida 34986
(772) 878-0072
FIELD DENSITY REPORT
DATE OF TEST: 8/15/08
PROJECT: Lot ##749 Venture Out
SUBMITTED TO: Edgerly Construction
0q0-7" 01 va
FILE NO.: 08-5587
(MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557/AASHTO T-180)
(FIELD DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-2922/AASHTO T-238)
Test
No.
Location
OMC
(%)
Max.
Density
Ili/ft'
Moisture
aYtime of
test.. %
Field
Density
Ib/ft'
% °f
Max.
Densi
Job
Spec
Elevation
Wall and Column Footing Subgrade F
1
North Wall Footing
11.5
107.5
8.9
107.2
100
98
0 to -1'
2
East Wall. Footing
11.5
1 Q7.5
9.2
106.9
99
98
0 to -1'
3
South. Wall Footing
11.5
107.5
7.9
107.4
100
98
0 to -1'
4
West Wall Footing
11.5
107.5
8.1
106.8
99
98
0 to -1'
5
East Column Footing
11.5
107.5
8.4
107.4
100
98
0 to -1'
6• -
West Column Footing
11.5
107.5
8.2
106.8
99
98
0 to -1'
F=soil directly below footing
Dan: . Zrall ck:.P.E.
Bra ch Man ger
"FL .63911,
AS MUI UAL PROTECT ION 10 OUR CLIENTS. THE PUBLIC AND OURSELVES. ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZAT ION FOR
PUBLICATION OF STATEMENIS CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL
125.0
120.0
115.0
I—
O
OW 110.0
U
in
U
Q
W
d
z 105.0
0
IL
W
100.0
0
95.0
90.0
85.0
i
Ar" daman & Associates, in-6
460 NW Concourse Place, Unit #1
Port St. Lucie, Florida 34986
772-878-0072
PROJECT: Lot 749 Venture Out DATE: 08/18/08
REPORTED TO: Edgerly Construction FILE NO.: 08-5587
PROGRESS REPORT NO.: 1
Moisture -Density Relationship
��� SUMMARY OF TEST�RESU�TS `�
�'��� 9UMMAflV OF TE$T FESUI�TS
�
SAMPLE NO.
SAMPLE NO.
890
890
SAMPLED BY/
SAMPLED BY/ DATE
TC/OB-15-08
TC / 08-15-08
SAMPLE LOCATION
SAMPLE LOCATION
Footings
Footings
TEST METHOD
TEST METHOD
ASTM D-1557
ASTM D-1551
MAXIMUM DRY DENSITY
MAXIMUM DENSITY
(PCF)
107.5
10].5
OPTIMUM CONTENT
WATER
OPTIMUM WATER CONTENT
�� 5
11.5
LIMEROCK BEARING RATIO
LIMEROCK BEARING RATIO
SOIL DESCRIPTION:
SOIL DESCRIPTION:
Brown Fine Sand with Shell
Brown Fine Sand with Shell
WATER CONTENT- PERCENT OF DRY -WEIGHT
By
an J. rallack, P:E.
iorida egistration No.63911
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED�AS THE CONFIDENTAL,PROPQRTY,OF CLIENTS AND AUTHORI-
ZATION FOR PUBLICATION OPSTATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS"iS, FiE$ERVE4i'�PENDING OUR WRITTEN APPROVAL.
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