HomeMy WebLinkAboutDENSITY OF SOIL IN PLACEA.M.- 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
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Planar, Inc.
)NTRACTOR: Proctor Construction
SITE: Altamira - 4330 A-1-A, Ft. Pierce
Pile Cap and Slab Area Backfill
Date: 12/6/01
Permit #21070394
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
102
12/6/01
Map Location 1
3 - 4 '
101
108.6
108.0
99.4
103
Map Location 1
4 - 5 '
108.3
99.7
104
Map Location 1
5 - 5.5'
107.7
99.2
105
12/27/01
Map Location 1
5.5 - 6.5 '
108.4
99.8
106
12/6/01
Map Location 2
3.5 - 4.5 '
107.5
99.0
107
Map Location 2
4.5 - 5.5 '
107.9
99.4
108
12/27/01
I
i
I
I
i
Map Location 2
5.5 - 6.5'
107.4
98.9
i
Copies: Client - 3
SLC Bldg. Dept. - 1
co
�, Lucie
JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2
Respectfully submitted,
A.M. ENGINEERING AND TESTING, INC.
'3 J
RICHARD BOYETTE, P.E. FL Reg. No. 42485
, FLORIDA 33458 1-888-339-7645 FAX. (561) 745- 0981
GEOTE IHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING
Am. 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
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Planar, Inc.
CONTRACTOR: Proctor Construction
i
SITE: Altamira - 4330 A-1-A, Ft. Pierce
Pile Cap and Slab Area Backfill
Date: 12/14/01
Permit #21070394
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSHIP
INPLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
109
12/12/01
Map Location 3
2-3'
101
108.6
108.0
99.4
110
Map Location 3
3 -4'
108.5
99.9
Ill
12/14/01
Map Location 3
4 - 5 '
108.6
100.0
112
Map Location 3
5-6'
108.3
99.7
113
Map Location 3
6 - 6.5 '
108.1
99.5
114
Map Location 4
3 -4'
108.7
100.1
115
Map Location 4
4 - 5 '
108.5
99.9
116
Map Location 4
5-6'.
108.6
100.0
117
i
Map Location 4
6 - 6.5 '
108.4
99.8
Copies: Client - 3
SLC Bldg. Dept. - 1
Respectfully submitted,
A.M. ENGINEERING AND TESTING, INC.
RICHARD BOYETTE, P.E. FL Reg. No. 42485
JUPITER OFFICE: 450 S. OLD DIXIEHIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX.• (561) 745- 0981
GEOTECHNICAL ENGINEERING
FOUNDATION INVESTIGATIONS
CONCRETE, SOIL, AND ASPHALT TESTING
A.M. ENGINEERING AND TESTING, NC.
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
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Planar, Inc.
CONTRACTOR: Proctor Construction Date: 12/21/01
I
SITE: Altamira - 4330-A-1-A, Ft. Pierce Permit #21070394
Pile Cap and Slab Area Backfill
I
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
118
12/21/01
Map Location 5
3.5 - 4.5 '
101
108.6
106.7
98.3
119
Map Location 5
4.5 - 5.5 '
107.1
98.6
120
Map Location 5
-5.5 - 6.5 '
106.8
98.3
121
12/26/01
Map Location 5
6.5 - 7.5 '
108.6
100.0
122
Map Location 5
.7.5 - 8.5 '
108.4
99.8
123
12/27/01
Map Location 5
8.5 - 9.5 '
108.0
99.4
II
Copies: Client - 3
SLC Bldg. Dept. - 1
JUPITER OFFICE: 450 S. OLD DDaE HIGHWAY, SUITE 2
Respectfully submitted,
A.M. ENGINEERING AND TESTING, INC.
RICHARD BOYETTE, P.E. FL Reg. No. 42485
, FLORIDA 33458 1-888-339-7645 FAX. (561) 745- 0981
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING
i A.M. ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33rd STREET * FORT PIERCE * FLORIDA * 34946
VERO BEAC�i (561) 567.6167 FORT PIERCE (561) 461.7508 STUART (561) 283.7711 FT. PIERCE 1.800.233.9011
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Planar, Inc.
I
CONTRACTOR: Proctor Construction
SITE: Altamira - 4330 A-1-A, Ft. Pierce
Pile Cap and Slab Area Backfill
Date: 12/27/01
Permit421070394
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
124
12/27/01
Map Location 6
2-3'
101
108.6
107.5
99.0
125
I
Map Location 6
3 - 4'
108.4
99.8
126
12/28/01
Map Location 6
4 - 5 '
108.6
100.0
127
Map Location 6
5-6'
107.8
99.3
128
Map Location 6
6 - 6.5 '
107.6
99.1
129
Map Location 7
3.5 - 4.5 '
108.8
100.2
130
Map Location 7
4.5 - 5.5 '
107.9
99.4
131
I
Map Location 7
5.5 -6.5 '
107.7
99.2
Copies: Client - 3
SLI Bldg. Dept. - 1
JUPITER OFFICE: 450 S. OLD DIXIEHIGHWAY, SUITE 2,
I
I
I
GEOTECHNICAL ENGINEERING
Respectfully submitted,
A.M. ENGINEERING AND TESTING, INC.
RICHARD BOYETTE, P.E. FL Reg. No. 42485
FLORIDA 33458 1-888-339-7645 FAX.- (561) 745- 0981
FOUNDATION INVESTIGATIONS
CONCRETE, SOIL, AND ASPHALT TESTING
---------
3 I
. Ion I S2 , . I � I� �-. o .__ -
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. AX. ENGINEERING AND TESTING, INC.
VERO BEACH (561) 567.6167
3504 INDUSTRIAL 33rd STREET * FORT PIERCE * FLORIDA * 34946
FORT PIERCE (561) 461.7508 STUART (561) 283.7711
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Planar, Inc.
CONTRACTOR: Proctor Construction
SITE: Altamira - 4330 A-1-A, Ft. Pierce
Pile Cap and Slab Area Backfill
Date: 4/2/02
FT. PIERCE 1.800.233.9011
Permit #21070394
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSHIP
INPLACE
DRY
PERCENT
TEST
MAX.
NO.
I TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
132
3/28/02
Map Location 1
6.5 - 7'
101
108.6
107.3
98.8
133
Map Location 1
7 - 8 '
108.0
99.4
134
4/l/02
Map Location 1
8 - 9'
108.6
100.0
135
Map Location 1
9 - 10'
107.0
98.5
136
Map Location 1
10 - 11 '
107.7
99.2
137
Map Location 1
11 - 12'
106.5
98.1
138
3/28/02
Map Location 2
6.5 - 7'
106.9
98.4
139
Map Location 2
7 - 8 '
107.4
98.9
140
Map Location 2
8 - 9 '
108.5
99.9
141
Map Location 2
9 - 10 '
108.2
99.6
142
4/2/02
Map Location 2
10 - 11 '
108.0
99.4
143
Map Location 2
11 - 12 '
106.7
98.3
I
I
Copies: Client - 3
SLC Bldg. Dept. - 1
I
I
Respectfully submitted,
A.M. ENGINEERING AND TESTING, INC.
1r)4 fl
RICHARD B0) YETTE, P.E:'FL Reg. No. 42485
I ,
JUPITER OFFICE: 450 S. OLD DIXIEHIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX (561) 745- 0981
GEOTECHNICAL ENGINEERING
FOUNDATION INVESTIGATIONS
CONCRETE, SOIL, AND ASPHALT TESTING
A.'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
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Planar, Inc.
I
CONTRACTOR: Proctor Construction
I
SITE: Altamira - 4330 A-1-A, Ft. Pierce
Pile Cap and Slab Area Backfill
Date: 4/2/02
Permit #21070394
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
144
3/28/02
Map Location 3
6.5 - 7'
101
108.6
107.8
99.3
145
I
Map Location 3
7 - 8 '
107.0
98.5
146
4/1/02
Map Location 3
8 - 9'
107.6
99.1
147
Map Location 3
9 - 10 '
108.4
99.8
148
Map Location 3
10 - 11 '
107.9
99.4
149
Map Location 3
11 - 12 '
106.6
98.2
150
1 3/28/02
Map Location 4
6.5 - 7'
107.6
99.1
151
I
Map Location 4
7 - 8 '
106.5
98.1
152
Map Location 4
8 - 9 '
106.8
98.3
153
Map Location 4
9 - 10 '
107.8
99.3
154
4/2/02
Map Location 4
10 - 11 '
108.0
99.4
155
I
Map Location 4
11 - 12 '
107.7
99.2
I
Copies: Client - 3 Respectfully submitted,
SLC Bldg. Dept. - 1
A.M. ENGINEERING,AND:TESTING, INC.
I
1 RICHARD BOY,ETTE,_ P.E. FL Reg. Nd. 42485
I
JUPITER OFFII E: 450 S. OLD DIXIEHIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX.• (561) 745- 0981
I
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING
I
I ,
A.M. 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
I
I
i
I
CLIENT: Planar, Inc.
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CONTRACTOR: Proctor Construction
II
SITE: Altamira - 4330 A-1-A, Ft. Pierce
Pile Cap and Slab Area Backfill
Date: 4/2/02
Permit #21070394
DENSITY
TEST
I
I DATE
MOISTURE -DENSITY
RELATIONSHIP
INPLACE
DRY
PERCENT
TEST
MAX.
NO.
I TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
156
I
Map Location 5
9.5 -10'
101
108.6
108.4
99.8
157
Map Location 5
10 - 11 '
108.6
100.0
158
1
Map Location 5
11 - 12'
107.7
99.2
159
1
Map Location 7
6.5 - 7'
108.0
99.4
160
1
Map Location 7
7 - 8 '
108.3
99.7
161
1
Map Location 7
8 - 9'
107.9
99.4
162
1
Map Location 7
9 - 10 '
108.4
99.8
163
1
Map Location 7
10 - 11 '
108.3
99.7
164
I
i
I
I
I
I
I
I
Map Location 7
11 - 12 '
107.5
99.0
I
I
Copies: Client - 3 Respectfully submitted,
SLIC Bldg. Dept. - 1 I . *. „
1 A.M. ENGIN,JERINGANDITESTING, INC.
RICHARD BOYETTE, P.E. FL Reg. No. 42485
I ..
I
JUPITER OFFICE.• 450 S. OLD DLYIE HIGHWAY, SUITE 2, JUPITER, FLOMDA 33458 1-888-339-7645 FAX.• (561) 745- 0981
i
I
I
I
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING
rl
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5IXcuva+ed Arao, BckckU) Den5ityTest Locgtion5
A.M. ENGINEERING AND TESTING, INC.
VERO BEACH (561) 567.6167
3504 INDUSTRIAL 33rd STREET • FORT PIERCE" FLORIDA • 34946
FORT PIERCE (561) 461.7508 STUART (561) 283-7711
Report
of
DENSITY OF SOIL IN PLACE ..
ASTM D2922
CLIENT: Planar, Inc.
I
CONTRACTOR: Proctor Construction
i
I SITE: Altamira - 4330 A-1-A, Ft. Pierce
I Frangible Wall Footings
Date: 4/2/02
FT. PIERCE 1.800.233.9011
Permit #21070394
DENSITY
TEST
I
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
165
4/2/02
Map Location 1
0 - 1 '
101
108.6
106.8
98.3
166
Map Location 2
0 - 1 '
106.6
98.2
167
I
I
I
Map Location 3
0 - 1 '
107.0
98.5
I
TALL ELEVATIONS
I
•
BELOW BOTTOM OF FOOTING
GRADE
Copies: Client - 3 Respectfully submitted,
SLC Bldg. Dept. - 1
A.M. ENGINEERI &AND -TESTING, INC.
I -
RICHARD BOYETTE, P.E. FL Reg,:No: 42485
I
I
I
JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX.• (561) 745- 0981
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING
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A.M. ENGINEERING AND TESTING, INC.
VERO BEACH (561) 567.6167
3504 INDUSTRIAL 33rd STREET" FORT PIERCE • FLORIDA • 34946
FORT PIERCE (561) 461-7508 STUART (561) 283.7711
Report
of
DENSITY OF SOIL IN PLACE
I ASTM D2922
I
I
CLIENT: Planar, Inc.
CONTRACTOR: Proctor Construction
i
SITE: Altamira - 4330 A-1-A, Ft. Pierce
I
Frangible Wall Footing
I
Date: 4/22/02
FT. PIERCE 1.800.233.9011
Permit #21070394
DENSITY
TEST
I DATE
MOISTURE -DENSITY
RELATIONSHIP
INPLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
168
4/22/02
Map Location 4
0 - 1 '
101
108.6
106.5
98.1
169
Map Location 5
0 - 1 '
107.0
98.5
170
I
I
i
I
I'
Map Location 6
0 - 1 '
106.8
98.3
I
I
I
I
I
ALL ELEVATIONS
I
I
BELOW BOTTOM OF FOOTING
GRADE
I
Copies: Clilent - 3 Respectfully submitted,
SLC Bldg. Dept. - 1
I
A.M. ENGINEERING AND TESTING, INC.
I -
I -
RICHARD BOYETTE, P.E: FL Reg. No. 42485
I .
I
I
JUPITER OFFICE: 450 S. OLD DEUE HIGHWAY, SUITE 2, JUPITER, FLOMDA 33458 1-888-339-7645 FAX.• (561) 745- 0981
I
I
I
I
I
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING
—
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A.M. ENGINEERING AND TESTING, INC.
. 3504INDUSTRIAL 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
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I Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Planar, Inc.
CONTRACTOR: Proctor Construction
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SITE: Altamira - 4330 A-1-A, Ft. Pierce
Condominium - Slab Area
Date: 6/5/02
Permit#21070394
DENSITY
TEST
j
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
I TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
171
6/5/02
Map Location #1
0 - 1 '
101
108.6
106.6
98.2
172
Map Location #2
0 - 1 '
107.2
98.7
173
Map Location #3
0 - 1 '
107.0
98.5
174
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Map Location #4
0 - 1'
106.7
98.3
ALL
ELEVATIONS BELOW SLAB GRADE
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Copies: Client - 3
S i C Bldg. Dept. - 1
Respectfully submitted,
A.M. ENGINEERING AN. D.TESTING, INC.
RICHARD BOYETTE: P.E.-FL Reg. No. 42485
JUPITER OFFICE: 450 S. OLD DEUEHIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX.• (561) 745- 0981
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING
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Slab Area QehSi4y Test Locations
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