HomeMy WebLinkAboutENGINEERING & TESTINGa:1 �� ��A.M. ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33rd STREET • FORT PIERCE • FLORIDA' 34946
VERO BEACH 5611 567 'Y6 -� FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-80(1-233-9011
my
Report — - - - -- - of
DENSITY OF SOIL IN PLACE ;
ASTM D2922
CLIENT: Don Stein Construction
Client
SITE: Hess Express
Kitterman Road & U.S.1
Column Pad Footings
Date: 11/9/00
Permit #20100560
DENSITY
TEST I
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
118
11/9/00
Map Location 1
0 - 1 '
101
116.7
114.4.
98.0
119
Map Location 2
0 - 1 '
115.0
98.5
120
Map Location 3
0 - 1 '
114.7
98.3
121
Map Location 4
0 - 1 '
115.3
98.8
122
Map Location 5
0 - 1 '
115.5
99.0
123
Map Location 6
0 - 1 '
114.9
98.5
124 'I
Map Location 7
0 - 1 '
115.6
99.1
125
Map Location 8
0 - 1 '
115.9
99.3
126
Map Location 9
0 - 1 '
114.6
98.2
127
Map Location 10
0 - 1 '
114.8
98.4
128
Map Location 11
0 - 1 '
114.5
98.1
1291'
Map Location 12
0 - 1 '
115.0
98.5
130
Map Location 13
0 - 1 '
114.7
98.3
ALL ELEVATIONS
BELOW FOOTING GRADE
Client - 2
John H. Ward & Son's Contractors, Inc. - 1
SLC Bldg. Dept. — 1
Respectfully submitted,
A.M. ENGINEERING AND TESTING, INC.
RICHARD BOYETTE, P.E. FL Reg. No. 42485
i
OFFICE. 450 S. OLD DIXIE HIGHWAY. SUITE 2
GEOTECHNICAL ENGINEERING
FLORIDA 33458 I-888-339-7645 FAX.
FOUNDATION INVESTIGATIONS
(561) 745- 0981
CONCRETE. SOIL, AND ASPHALT TESTING
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IL A.M. ENGINEERING AND _TESTING, INC.
3504 IImUST m 09 STREET FORT PIERCE, FLORIDA 34946
FT. PIERCE 561-46176% VERO BEACH 561.5674167 STUART 551 03-7711 FAX BBl-M-M BOOMMI J
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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 BEACH 561) 567-6167 FORT PIERCE (661) 461-7608 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Premier Construction
tACTOR: Client
SITE: Lot 231 Holiday Out
Foundation Fill
L�MUwF
D E C I'D�0
St. Lucie CDunty Public Works a
Date: 12/11/00
Permit#: 20100560
DENSITY
TEST
i
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
1702
I 12/11/00
N.E. Corner
0 - 1 '
1702
105.7
103.4
97.8
Center
0 - 1 '
103.0
97.4
4
S.W. Corner
0 - 1 '
103.5
97.9
I
ALL ELEVATIONS BELOW SLAB
GRADE
Client - 2
Respectfully submitted,
A.M. ENGINEERING AND TESTING, INC.
RICHARD BOYET E, P.E. FL, Reg. No. 42485
JL'P/TER OFFICE: 450 S. OLD DIXIE HIGHTVAY, SUITE 2
GEOTECHNICAL ENGINEERING
°ITER, FLORIDA 33458 1-888-339-7645 FAX
FOUNDATION INVESTIGATIONS
(56I) 745.0981
CONCRETE. SOIL, AND ASPHALT TESTING
t , A.M. ENGINEERING AND TESTING, INC.
' 3504 INDUSTRIAL 33RD STREET; FORT PIERCE, FLORIDA 34946
VERO BEACH (5 ) 567-6167 FORT PIERCE 561 461-7598 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011
Report
Of
^ ENSITY RELATIONSHIP MOISTURE
ASTM D-1557
[ENT: Premier Construction
:TOR: Client
SITE: Lot 231 Holiday Out
Foundation Fill
P.C.F.
Dry Weigh
10 12 14 16
Moisture
% of Dry Weight
DATE: 12/ 11 /00
Test
No.
Test
Method
Sample Location
Optimum
Moisture %
Max. Dry
Density- P.C.F.
Soil
Description
1702
I
A
I
Composite
13.0
105.7
Brown and gray fine sand
JUPITER (OFFICE: 450 S. OLD DIXIE
Respectfully submitted,
A.M. ENGINEERING AND TESTING, INC.
x•
Richard Boyette, P.l13:-VL Reg. No. 42485
SUITE 2 JUPITER, FLORIDA, 33458 1-888-339-7645 FAX: (561)-745-0981
ENGINEERING POUNDATION INVESTIGATIONS CONCRETE, SOIL AND ASPHALT TESTING