HomeMy WebLinkAboutDENSITY OF SOIL REPORTFRASER f 1GINEERING AND TE TING, INC.
3504 INDUSTRIAL 33,d STREET FORT PIERCR�IFLORA 34946
)567-6167 FORT PIERCE(561) 461-7508 STUART (561) 283-7711
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Carlton Paving
CONTRACTOR: Client
SITE: 2945 West Midway Road
Foundation Fill
DATE: 4/23/99
FT. PIERCE 1.800-233-9011
PERMITj,.,99030789--
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qN
�f�`c'eyNE�
C.01
DENSITY
TT
DATE
ELEVATION
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE.
DRY
-
'
PERCENT
TEST
MAX.
ZI,
TESTED
LOCATION
NO.
DRY WT.
DENSITY
COMPACTION
3142
4/23/99
N.E: Corner
0 - 1'
3141
105.9
104.2
98.4
3141
N.E. Comer
1 - 2'
104.8
99.0
3144JJ
N.E. Comer
2 - 3'
104.9
99.1
3145
Center
0 - 1'
105.0
99.2
314d
Center
1- 2'
105.3
99.4
3147
Center
2 - 3'
105.1
99.2
314
S.W. Comer
0- 1'
105.4
99.5
3149
S.W. Comer
1-2'
105.2
99.3
315C
S.W. Comer
2 - 3'
105.1
99.2
?erm
i+-*
ALL
ELEVATIONS BELOW SLAB GRADE
917o
rJQ
/v/019
Client - 1
St. Lucie County Building Dept. - 1
Respectfully submitted,
FRASER ENGINEF.P.ING AND TESTING, INC.
Alexander H. Fr , , P.E. Fla. Reg. No. 16178
CONCRETE, SOIL, AND ASPHALT TESTING
r ERASER ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33rd STREET FORT PIERCE,FLORIDA734946
NERD EACH(561) 567-6167 FORT PIERCE(561) 461-7508 SMART/56D 293-nu FT. PIF.RCF I-RM711-WII
Report
of
DENSITY OF SOIL IN PLACE
ASTM D2922
I
CLIENT: Carlton Paving DATE: 4/23/99
CONTRACTOR: Client
SITE: 2945 West Midway Road PERMI•T-# —S99030.7.89.
Foundation Fill
DENS=
TEST i
'
DATE
ELEVATION
MOISTURE -DENSITY
RELATIONSFIIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
NO.
DRY WT.
DENSITY
COMPACTION
3142
4123/99
N.E. Comer
0 - 1'
3141
105.9
104.2
98.4
3143
N.E. Comer
I - 2'
104.8
99.0
3144
N.E. Comer
2 - 3'
104.9
99.1
3145
Center
0 - 1'
105.0
99.2
31461
Center
1 - 2'
105.3
99.4
3147,
Center
2 - 3'
105.1
99.2
3148
S.W. Comer
0 - 1'
105.4
99.5
3149
S.W. Corner
1 - 2'
105.2
99.3
3150
i
I
S.W. Comer
2 - 3'
105.1
99.2
i
ALL
ELEVATIONS BELOW SLAB GRADE
I
Copies' Client - 1
St. Lucie County Building Dept. - I
I
0117
LLW 2 6 1999
permit ` 90 3 (0 �89
Respectfully submitted,
ERASER ENGINEERING ALiVDVTESTING, INC.
Alexander H. Fraser, P.9. Fla. Rag. No. 16178
JT
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL AND ASPHALT TESTING
- FRASER ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33RD STREET FORT PIERCE, FLORIDA 3,4940
y=u B I CH (561) 567-6167 FORT PIERCE (561) 461-7598 STUART (561) 283-7711 FT. PIERCE 1-E
{ Report
of
MOISTURE DENSITY RELATIONSHIP
ASTM D-1557
CLIENT: Carlton Paving DATE: 4/23/99
CONTRACTOR: Client
SITE: 2945 West Midway Road
Foundation Fill
P.C.F.
Dry Weigh
10 12 14 16
Moisture
% of Dry Weight
Test
Test
Optimum
Mm. Dry
- Soil
No.
Method
Sample Location
Moisture %'
Density-P.C.F.
Description
3141
B
Composite
13.4
105.9
Light gray fine sand, with traces of
shell fragments.
Respectfully submitted,
I
FRASER ENGINEEWG AND TESTING, INC.
�74� s -
'Alexander H. Fraser, P.E., F16,riBa Reg. No. 16178
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE. SOIL AND ASPHALT TESTING