HomeMy WebLinkAboutFIELD DENSITY REPORTArdaman & Associates, Inc.
460 NW Concourse Place, Unit#1
Port St. Lucie, Florida 34986
(772) 878-0072
I' 0 a 2
FIELD DENSITY REPORT TED
DATE OF TEST: 8/11/06
FILE NO.: 06-5650
PROJECT: DAP Enterprises Site
SUBMITTED TO: Al Ritter Construction
(MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557/AASHTO T-180)
(FIELD DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-2922/AASHTO T-238)
Max. Mbsture F1e1d' %° bf
Test; • Lbcatlon` 4QMG Job. Elevatgn
No: `
Densit at.time of Densit ; Max
�%)... .: Iblff3 Y test; % - Ib/ft3 Y Densi J Sgec .
'Lot 1, PadFFIII ES
II1 I Northwest Corner2of Building Pad I 5' East of 5.5 •I 112.5 I 11.0 I 111.0 I 99 I 95 I +12" to +18" II
ES -existing subgrade; FS-soil under floor slab; GA -soil in general compacted area; PAV-soil below stabilized section; PSSG-stabilized subgrade;
NSSG-non 'stabilized subgrade; PB-pavement base; NG-natural ground; TOP -top of pipe; BOP -bottom of pipe; BOS - bottom of structure
Branc Man!63
ger
FL Re 'JVo� 1
AS MUTUAL PRpTECTION TO OUR CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR
PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
iArdaman &Associates, Inc.
460 NW Concourse Place, Unit #1
Port St. Lucie, Florida 34986
(772) 878-0072
FIELD DENSITY REPORT
DATE 01�1 TEST: 8/09/06
FILE NO.: 06-5650
PROJEC DAP Enterprises Site
SUBMITTED TO: Al Ritter Construction
(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, ;
_
Locat1ori, .
QMC
Max.. {
Denslt
Mo�stur e
at'tlnie of
Feld..
Denslt
- o�
o of
Max
;
Sob
Elevation _
blft'y
_;test /o
,Y.
Iblft .
i; De'nslt
_Spec
qz
Lot' # 1, Snu4'h=Lot Pad ES
1
25' North by 25' West of
5.5
112.5
11.0
111.0
99
95
+12" to +18"
Southeast Corner of Building Pad
2
75' North by 25' West of
5.5
112.5
14.5
106.7
95
95
+12" to +18"
Southeast Corner of Building Pad
3
125' North by 25' West of
5.5
112.5
10.8
109.4
97
95
+12" to +18"
Southeast Corner of Building Pad
4
175' North by 25' West of
5.5
112.5
10.7
109.8
98
95
+12" to +18"
Southeast Corner of Building Pad
5
225' North by 25' West of
5.5
112.5
11.4
108.0
96
95
+12" to +18"
Southeast Corner of Building Pad
6
25' South by 25' East of
5.5
112.5
12.6
106.4
95
95
+12" to +18"
Northwest Corner of Building Pad
7
75' South by 25' East of
5.5
112.5
10.2
110.8
99
95
+12" to +18"
Northwest Corner of Building Pad
8
125' South by 25' East of
5.5
112.5
11.0
113.9
100+
95
+12" to +18"
Northwest Corner of Building Pad
'I
9
175' South by 25' East of
5.5
112.5
11.2
113.4
100+
95
+12" to +18"
Northwest Corner of Building Pad
.
10
1 225' South by 25' East of
5.5
112.5
12.1
109.0
97
95
+12" to +18"
i Northwest Corner of Buildin Pad
ES -existing subgrade; FS-soil under floor slab; GA -soil in general compacted area; NAV-soil below stabilized section; rssu-stablllzea subgraae;
NSSG-non si abilized subgrade; PB-pavement base; NG-natural ground; TOP -top of pipe; BOP -bottom of pipe; BOS - bottom of structure
I
Dan ck, P.E.
Bran h Manage '
FL Re- Nrj, 163911
AS MUTUAL PROTECTION TO OUR CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR
PUBLICATION &ST'ATEMENTS, 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
I
DATE OF TEST: 8/07/06
PROJECT: DAP Enterprises Site
SUBMITTED TO: Al Ritter Construction
FILE NO.: 06-5650
i
(MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557/AASHTO T-180)
(FIELD DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-2937/AASHTO T-204)
Test
s
Location
OMC
Max.
Deiifs ty
Moisture
Field
Density
% of i
Max
Jofi,
'Eleyatvon'
at�tlme of
Sec
P
'° . .'
s ,
.-tot %'
f i ibiff
iQ;enslt
_
_. .._
....
Loti#TIC
uth fad ES
1
90' North by 25' East of
9.5
119.0
12.2
115.1
97
95
0 to
Southwest Corner of Building Pad
2
90' North by 25' West of
9.5
119.0
10.8
112.8
95
95
0 to -1'
Southeast Corner of Building Pad
ES -existing subgrade; FS-soil under floor slab; GA -soil in general compacted area; PAV-soil below stabilized section; PSSG-stabilized subgrade;
NSSG-non stabilized subgrade; PB-pavement base; NG-natural ground; TOP -top of pipe; BOP -bottom of pipe; BOS - bottom of structure
Dan J. Zra lap-'
P.E. _
Branc nag r
FL Reg: o. 11
AS MUTUAL PROTECTION TO OUR CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION 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: 8/07/06
PROJE IT: DAP Enterprises Site
SUBMITTED TO: Al Ritter Construction
FILE NO.: 06-5650
(MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557/AASHTO T-180)
(FIELD DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-2922/AASHTO T-238)
a
Test I Location ' +OMC- :' Max. Moisture. I Fietd :% of Job Elevation ^
° Density I aft�me,of Density IMax r
t/0I _015 4,
1
1'S8G-non
�r
r
;� 1
'B nch Ma
FL.. eq. Nc
SMuthwest Corner of South Pad FS
25' North by 25' East of 5.5 112.5 9.8 113.2 100+ 98 0 to +1'
Southwest Corner of Buildina Pad
uugrade; FS-soil under floor -slab; GA -soil in general compacted area; PAV-sail below stabilized section; PSSG-stabilized subgrade;
abilized,subgrade; PB-pavement base; NG-natural ground; TOP -top of pipe; BOP -bottom of pipe; BOS - bottom of structure
3911
AS MUTUAL PROTECTION TO OUR CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR
PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
G
30.0
U
in
()115.0
( L
U
CI
z
�I
O,
a
= I i 0.0
w!
o ,
105.0
I
100.0
95.0
A, -.aman & Associates, In,'
460 NW Concourse Place, Unit #1
Port St. Lucie, Florida 34986
772-878-0072
PROJECT: DAP Enterprise Site DATE: August 7, 2006
REPORTED TO: AI Ritter Construction FILE NO.: 06-5650
PROGRESS REPORT NO.: 1
Moisture -Density Relationship
L
--
-
- CURVES OF 100% SATURATION
L FOR SPECIFIC GRAVITY
EQUAL TO:
2.65
2.70
— II 2.75
I
—
—
_
—
—
--
—
--
—
—
-
SUMMgRY OF �TEST�RESUL`�TS
SAMPLE NO.
186
SAMPLED BY/ DATE
JG / 8-04-06
Southwest Corner of
. SAMPLE LOCATION
Stockpile
TEST METHOD
ASTM D-1557
MAXIMUM DRY DENSITY
113.5
(PCF)
OPTIMUM WATER
8 O
CONTENT(%)
LIMEROCK'BEARING
RATIO (% )
SOIL DESCRIPTION:
Light Brown Fine Sand with Trace of Clay
0 5 10 15 20 25 30 35
WATER CONTENT- PERCENT OF DRY WEIGHT,
91m
@a14- Zra a .1, P.E.
Fla Registr ion No.63911
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITT D AS THE CO (DENTAL PROPERTY OF CLIENTS AND AUTHORI-
ZATION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING ObR S RESERV_ ED PENDING OUR WRITTEN APPROVAL
I -
- - Ardaman & Associates, Inc.
460 NW Concourse Place, Unit #1
Port St. Lucie, Florida 34986
(772) 878-0072
I
FIELD DENSITY REPORT
DATE OF TEST: 8/03/06
PROJECT: DAP Enterprises Site
SUBMITTED TO: Al Ritter Construction
FILE NO.: 06-5650
(MAXIMUM DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-1557/AASHTO T-180)
(FIELD DENSITY DETERMINED IN ACCORDANCE WITH ASTM D-2922/AASHTO T-238)
I
Test.
location .�
OMC
Max;
Derisi_ty
Moisture
atalmecdf
Field
Den"sity
% of
Max.
Job,
Elevation
Ib'/ft' , -
test %
Iblft', _
Uensi
Spec
Warehouse Building Pa ,Lot 'I ES
1
25' North by 25' West of
5.5
112.5
9.6 '
110.5
98
98
0 to +1'
Southeast Corner of Building Pad
2
75' North by 25' West of
5.5
112.5
12.0
112.5
100
98
0 to +1'
Southeast Corner of Building Pad
3
I
125' North by 25' West of
5.5
112.5
11.0
112.3
100
98
0 to +1'
Southeast Corner of Building Pad
4
175' North by 25' West of
5.5
112.5
10.7
115.7
100+
98
0 to +1'
Southeast Corner of Building Pad
5
225' North by 25' West of
5.5
112.5
11.9
111.1
99
98
0 to +1'
Southeast Corner of Building Pad
6
25' South by 25' East of
5.5
112.5
11.4
111.9
99
98
0 to +1'
Northwest Corner -of Building Pad
7
75' South by 25' East of
5.5
112.5
9.4
113.2
100+
98
0 to +1'
Northwest Corner of Building Pad
8
125' South by 25' East of
5.5
112.5
10.8
113.0
100+
98
0 to +1'
Northwest Corner of Building Pad
9
175' South by 25' East of
i Northwest Corner of Building Pad
5.5
112.5
10.5
115.1
100+
98
0 to +1'
ES -existing subgrade; FS-soil under floor slab; GA -soil in general compacted area; PAV-soil below stabilized section; PSSG-stabilized subgrade;
NSSG-non stabilized subgrade; PB-pavement base; NG-natural ground; TOP -top of pipe; BOP -bottom of pipe; BOS - bottom of structure
Dan ral 'cc, E.
Bra ch Manager
FL; _eg. N0.!6391
-
AS MUTUAL PROTECTION TO OUR CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION FOR
PUBLICATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.
I
130.0
�t
125.0
120.0
i
H
O'
LL
m�
U 15.0
LU
w
(L
U)
z
0
O
a
=110.0
c� I
w'
r
of
105.0
1100.0
195.0
A aman & Associates, In
460 NW Concourse Place, Unit #1
Port St. Lucie, Florida 34986
772-878-0072
PROJECT: DAP Enterprise Site DATE: August 1, 2006
REPORTED TO: Al Ritter Construction FILE'NO.: 06-5650
PROGRESS REPORT NO.: 1
Moisture -Density Relationship
L
1
'Su
-
—
—
—
�-
MMARY' OF;TEST RESULTS
SAMPLE NO. 176
SAMPLED BY/ DATE JIam G/ 7-31-06
SAMPLE LOCATION T�ot�StOckpif�
Gomp9_sit
TEST METHOD ASTM D-1557
MAXIMUM DRY DENSITY 112.5
(PCF)
OPTIMUM WATER 5.5
CONTENT(%)
LIMEROCK BEARING
RATIO (% )
SOIL -DESCRIPTION:
Tan Slightly Silty Fine Sand
,
with Trace of Clay
0 5 10 15 201 I`, �'I 25., `'', 30 35
WATER CONTENT- PERCENT'OF,DRY WEIGHT
By
n (lack, P.E.
Fla Regis ratien No.63911
ABA 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 REPORTIS RESERVED PENDING OUR WRITTEN APPROVAL
0 5 10 15 201 I`, �'I 25., `'', 30 35
WATER CONTENT- PERCENT'OF,DRY WEIGHT
By
n (lack, P.E.
Fla Regis ratien No.63911
ABA 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 REPORTIS RESERVED PENDING OUR WRITTEN APPROVAL
25.0
20.0
115.0
O
OL 110.0
U
m
U �
rr �
W
(L
Z i 05.0
� I
(L
1= �
C9
w�
} 1,00.0
o:
I95.0
90.0
i
85.0
A( ~-Jaman & Associates, In
460 NW Concourse Place, Unit #1
Port St. Lucie, Florida 34986
772-878-0072
PROJECT: DAP Enterprise Site DATE: August 1, 2006
REPORTED TO: Al Ritter Construction. FILE NO.: 06-5650
PROGRESS REPORT NO.: 1
Moisture -Density Relationship
-
—
--
I
----
—
—
-
--
—
— -I
- -
--+
—
-
-
-
CURVES OF 100% SATURATION
FOR SPECIFIC GRAVITY
EQUAL TO:
2.65
2.70
- 2.75
-
-
--
-
--
--
-
-
-
------
—
-
-
-
--
-
_
-
---
--
-
--
--
----
--
- - -
-
- -=-
- -
---
.S-UMMARY�QF TEST+RESULTS
SAMPLE NO.
175
SAMPLED BY/ DATE
JG / 7-31-06
Lo # 1;�
SAMPLE.LOCATION
f�5axtbeast • orn r
TEST METHOD
ASTM D-1557
MAXIMUM DRY
119.0
DENSITY (PCF)
OPTIMUM WATER
9.5
CONTENT(%)
LIMEROCK BEARING
RATIO (% )
SOIL DESCRIPTION:
Brown Fine Sand with Clay
5 10 15 20 25. 30 35
WATER CONTENT- PERCENT'OF DRY WEIGHT '
By h =
2r (lack; P.E. -
orida Registration No.63911
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMhTFD AS THE CONFIDENTAL PROPERTY OF CLIENTS AND AUTHORI-
TION FOR PUBLICATION OF STATEMENTS. CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL.