HomeMy WebLinkAbout20070442-DENSITY OF SOIL IN PLACE REPORTA.M. ENGINEERING AND TESTING, INC .
3504 INDUSTRIAL 33rd STREET ' FORT PIERCE ' FLORIDA ' 34946
VERO KACH (56') 567-6167 FORT PIERCE (561) 461-7508 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011
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Reportof
I V
SCAM DENSITY OF SOIL IN PLACEBY
r. II
ASTM D2922-
St. Lucie
00*
CLIENT: Tommy Hawkins and Son's
CONTRACTOR: Client
SITE: Charlie's Dodge
Body Shop Addition
Foundation Fill
O L, T 3 1 2000
St, Lucie County Public Works
DATE: 9/ 19/00
PERMIT#: 20070442
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX .
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
1914
9/19/00
N.E. Corner
4 - 5 '
1893
120.6
121.3
100.6
1915
N.E. Corner
5 - 6 '
118.5
98.3
1916
N.E. Corner
6 - 7 '
120.0
99.5
1917
N.E. Corner
7 - 8 '
119.6
99.2
ALL
ELEVATIONS BELOW SLAB GRADE
Copies: Client - 2
Respectfully submitted,
A.M. ENGINEERING AND TESTING, INC.
RICHARD BOYE77E, P.E. FL Reg. No. 42485
JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 1, JUPITER, FLORIDA 33458 1-888-339-7645 FAX: (561) 745-1981
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE. SOIL, AND ASPHALT TESTING
A.M. ENGINEERING AND TESTING, INC .
3504INDUSTRIAL 33rd STREET' FORT PIERCE ' FLORIDA' 34946
VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-75W STUART (561) 283-7711 FT. PIERCE 1-800-233-9011
• Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Tommy Hawkins and Son's
CONTRACTOR: Client
DATE: 9/19/00
SITE: Charlie's Dodge PERMIT#: 20070442
Body Shop Addition
Foundation Fill
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
1904
9/21/00
Center
2 - 3 '
1893
120.6
119.8
99.4
1905
9/19/00
Center
3 - 4 '
121.0
100.3
1906
Center
4 - 5 '
120.2
99.7
1907
Center
5 - 6 '
118.5
98.3
1908
Center
6 - 7 '
119.5
99.1
1909
Center
7 - 8 '
120.7
100.1
1910
9/21 /00
N.E. Corner
0 - 1 '
116.7
96.8
1911
N.E. Corner
1 - 2 '
118.5
98.3
1912
N.E. Corner
2 - 3 '
119.1
98.8
1913
9/19/00
N.E. Corner
3 - 4 '
119.9
99.4
i
ALL
it
I
ELEVATIONS BELOW SLAB GRADE
Copies: Client - 2
Respectfully submitted,
A.M. ENGINEERING AND TESTING, INC.
RICHARD BOYETTE, P.E. FL Reg. No. 42485
JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX. (561) 745-1981
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING
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 1-8011233-9011
• Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Tommy Hawkins and Son's
CONTRACTOR: Client
DATE: 9/19/00
SITE: Charlie's Dodge PERMIT#: 20070442
Body Shop Addition
Foundation Fill
DENSITY
TEST
DATE
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
1894
9/19/00
S.W. Corner
0 - 1 '
1893
120.6
116.9
96.9
1895
S.W. Corner
1 - 2'
118.4
98.2
1896
S.W. Corner
2 - 3 '
118.7
98.4
1897
S.W. Corner
3 - 4'
119.5
99.1
1898
S.W. Corner
4 - 5 '
119.1
98.8
1899
S.W. Corner
5 - 6'
119.3
98.9
1900
S.W. Corner
6 - 7 '
119.7
99.3
1901
S.W. Corner
7 - 8 '
120.1
99.6
1902
9/21/00
Center
0 - 1 '
117.3
97.3
1903
Center
1 - 2'
118.7
98.4
ALL
ELEVATIONS BELOW SLAB GRADE
Copies: Client - 2
Respectfully submitted,
A.M. ENGINEERING AND TTSTING, INC.
RICHARD BOYETTE, P.E. FL Reg. No. 42485
JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2, JUPITER, FLORIDA 33458 1-888-339-7645 FAX: (56I) 745-1981
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL, AND ASPHALT TESTING
A.M. ENL - NEERING AND TES I _ _ VG, INC.
3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 34946
VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7598 STUART (561) 283-7711 FT. PIERCE 1-800-233-9011
Report
of
MOISTURE DENSITY RELATIONSHIP
ASTM D-1557
CLIENT: Tommy Hawkins and Son's , Inc. DATE: 9/19/00
CONTRACTOR: Client
SITE: Charlie's Dodge
Body Shop Addition
Foundation Fill
P.C.F.
Dry Weighi
6 8 10 12
Moisture
of Dry Weight
Test
Test
Optimum
Max. Dry
Soil
No.
Method
Sample Location
Moisture %
Density- P.C.F.
Description
1893
C
Composite
9.1
120.6
Brown, slightly silty, slightly clayey, fine sand
with traces of rock nodules
Respectfully submitted,
A.M. ENGINEERING AND TESTING, INC.
Richard Boyette, P.E. FL Reg. No. 42485
JUPITER OFFICE: 450 S. OLD DIXIE HIGHWAY, SUITE 2 JUPITER, FLORIDA 33458 I-888-339-7645 FAX: (561 )-745-0981
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL AND ASPHALT TESTING