RC-19-1246WINGERTER LABORATORIES, INC.
Engineering Testing -Inspection Services
1820 NE 144th Street, North Miami, FL 33181 - TELEPHONE: 305-944-3401
CLIENT: GFE, Inc.
PROJECT: Whimer Residence
CONTRACTOR:
PROJECT LOCATION: 960 NE 95th St., Miami Shores, FL
FIELD DENSITY TEST
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FACSIMILE: 305-949-8698
REPORT NO:
I
ORDER NO.:
19-1333
TEST DATE:
8/14/2019
TIME IN:
09:30 AM
INSPECTOR:
Darnell Richard
PAGE NO.: 1 of 1
P.O. #:
PERMIT #:
TIME OUT. 10:30 AM
Description of 19688- Grey Sand with some Rock
PROCTOR
SUMMARY OF
Material:
DENSITY TEST
INFORMATION
RESULTS
Retest
Dry
Probe
Optimum
Max. Dry
Percent
Percent
Lab
Field
Fill
Field Test Location:
of
Moisture
Density
Depth
Proctor
Moisture
Density
Field
Compaction
Test
No.
Test #
Lift
Lab No
%)
(PCF)
(In.
Lab No.
%
CF
Com actio
Re uirement
Status
Wooden beam footers:
1121
I
F
Footer right of staircase
9.6
110.3
6
19688
1 10.0
1 111.5
98.9
95.0
PASSED
Remarks:
Field density test was performed in accordance with ASTM D 2922.
This report is submitted as the confidential property of the client.
The original of this report was signed and sealed by the herein referenced Registered
Engineer in accordance with Rule 61G15 - 18.011 of Florida Administrative Code.
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a 111 . 100
Ily submitted,
2TER LABORATORIEP,
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T. Flood, Jr., FiE.
License No. 44847
9
WINGERTER LABORATORIES, INC.
Engineering Testing .Jnspection Services
1820 NE 144th Street, North Miami, FL 33181
TELEPHONE:305-944-3401 FACSIMILE:305-949-8698
SOILS LABORATORY TEST REPORT
PROCTOR TEST
CLIENT: GFE, Inc. REPORT NO.: 1
PROJECT: Whimer Residence ORDER NO: 19-1333
CONTRACTOR: PERMIT NO.:
LOCATION: 960 NE 95th St., Miami Shores, FL P.O. NO.:
Sampled By: Darnell Richard Date Sampled: 08-14-19 Tested By: Michael Major Date Tested: 08-19-19
Visual Soil Description: GrLy Sand with some Rock
Sample Location: Inplace Materials
MOISTURE DENSITY RELATIONSHIP (PROCTOR)
Lab No.:
Test Specification
Optimum Moisture
%)
Maximum Dry
Density CF
19688
"MODIFIED" PROCTOR, ASTM D 1557-A
10.0
111.5
MOISTURE DENSITY RELATIONSHIP TEST RESULTS AND GRAPH
jai;
110
105-
104 -
103-
9 10 11 12
MOISTURE CONTENT (PERCENT OF DRY WEIGHT)
PARTICLE SIZE ANALYSIS
Sieve Size:
3"
2 1/2"
2"
1 1/2"
1"
1 3/4" 1/2"
3/8"
#4
% Passing
100.00 93.40 88.60
67.80
61.6(,
Sieve Size:
#10
#20
#40
#60 #80
#140 #200
Washed
Dry
% Passing
55.80
45.40
40.30
20.80 13.60 3.80 2.00
Remarks: ' 1 +
Using the Unified Soil Classification System, the following terminology and definitiocsh��y� a 1ieg48 determine the percentages of A) GRAVEL
B) SAND C) SILT or CLAY `�`� �P�.0 .. F<�Re'Spectfully submitted,
1) COARSE SAND: Passing No. 4 sieve minus that passing the No. 10.� Q ••'�O E lv J •
2) MEDIUM SAND: Passing No. 10 Sieve minus that passing No. 40..Z �: • �- F 'Vr
�' GERTER LABORATORIES, INC.
3) FINE SAND: Passing No. 40 Sieve minus that passing No. 200. NO 44847
C) SILT OR CLAY: % of soil passing the No. 200 sieve. CL
)
Donlild J. Flood, Jr., .E.
S1 ' "flE OF Florida,License No. 44847
The original of this report was signed and sealed by the above Registered Profe�gonal.En6ineer in accordance with Rule 61G15-18.011 of the Florida Administration Code.
As a mutual protection to 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.