HomeMy WebLinkAbout1968-05-14 Fill Density Test Report645-3601
TWIN Cn#TESTINO mD ENGINEERING LABO ORY, INC.
ENGINEERS AND CHEMISTS
REPORTED TO:
662 Cromwell Avenue -St. Paul, Minn. 55114
REPORT OF: DENSITY TESTS OF COMPACTED FILL
RESIDENCE LOT
G. L. Contracting, Inc.
4743 Shady Oak Road
Hopkins, Minnesota 55343
LABORATORY No. 11-4696
TEST NUMBER:
DATE TAKEN:
UNIFIED SOIL CLASSIFICATION:
(Moisture- Density Sample
Number)
LOCATION:
iyEP'1Ri BELOW FINAL ELEVATION:
P)]
DATE: May 14, 1968
1
May 13, 1968
(SP-SM), silty sand,
brown, fine to medium,
gravelly (1)
30's & 20'E of NW
corner of excavation
10'
3"
May 13, 1968
(SP-SM), silty sand,
brown, fine to medium,
gravelly (1)
201N & 201E of SW
corner of excavation
10'��
3"
FIELD DENSITY DETERMINATION:
Method
Density in Place
By Sand -Cone Method,
ASTM:D1556-64 (-#4 Basis)
Dry Density
(Pcf)
125
131
Moisture Content
M
9.0
8.7
Plus k4 Material
M
31
41
LABORATORY MOISTURE
—DENSITY RELATION
OF SOIL:
Method
ASTM:D698-66T, Method "A", (-#4 Basis)
Maximum Dry Density
(pcf)
127.7
127.7
Optimum Moisture
M
9.6
9.6
COMPACTION TEST RESULTS:
Relative Density M
Specified Density (,°b)
98.5 102.5
95 95
REMARKS: The above test locations were selected by Twin City Testing and Engineering
Laboratory, Inc. Compaction meets specifications in the above test areas.
AS A MUTUAL PROTECTION TO CLIENTS. THE PUBLIC AND OURSELVES. ALL Rt POUTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS. AND AUTHOR.
ttATION /OH IIUSLICATION O/ STATEMENTS. CONCLUSIONS OR EXTRACTS ►ROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL
Twin City Testing and E
By
, Inc.
0 64&MI
TWIN CITI TESTINGANDENGINEERING LABORtrORY, INC.
ENGINEERS AND CHEMISTS
662 Cromwell Avenue - St. Paul, Minn. 55114
MOISTURE - DENSITY CURVE SAMPLE NO. 1
PROJECT: RESIDENCE LOT D,#.TE: May 14, 1968
REPORTED TO: G. L. Contracting, Inc.
LA130RATORY NO. 11-4696
R
1:
L
I
METHOD OF TEST: ASTM: D69&66T, Method "A"
TYPE OF MATERIAL: (SP-SM), silty stand, brown, fine to medium, (1)
MAXIMUM DENSITY: 127.7 1b. /cu. ft. OPTIMUM MOISTURK, 9.6 %
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TWIN CISTING ANo ENGINEERING LABORSORY, INC.
ENGINEERS AND CHEMISTS
662 Cromwell Avenue- St. Paul, Minn. 551144D
+
""PORT OF: DENSITY TESTS OF COMPACTED FILL `
(WXIS RESIDENCE
PROJECT: ''' � vXWOOD ROAD DATE: May 15, 1968
i7AYZATA, MINNESOTA
REPORTED TO: G.L. Contracting, Inc. CoPlas TORebers Construction Company
4743 Shady Oak Road
Hopkins, Minnesota 55343
LABORATORY No. 11-4696
TEST NUMBER:
DATE TAKEN:
UNIFIED SOIL CLASSIFICATION:
(Moisture - Density Sample
Number)
LOCATION:
DEPTH BELOW FINAL ELEVATION:
A 611 URWO:71 DIM
3
May 15, 1968
(SP-SM), silty sand,
brown, fine to medium,
somewhat gravelly (1)
10'N and 25'E of SW
corner of excavation
4'
311
4
May 15, 1968
(SP), sand, brown,
medium to fine,
somewhat gre,,elly (2)
30'S and 30"! of W
corner of excavatiop
4'
3"
FIELD DENSITY DETERMINATION:
Method
Density
in Place By Sand -Cone
Method, ASTM:D1556-64 (44 Basis)
Dry Density
(pcf)
126
124
Moisture Content
M
8.1
5.8
Plus H4 Material
W
15
11
LABORATORY MOISTURE
—DENSITY
RELATION OF SOIL:
Method
ASTM:D698-66T,
Method "A", (44 Basis)
Maximum Dry Density
(pcf)
127.7
117.9
Optimum Moisture
M
9.6
10.3
COMPACTION TEST RESULTS:
Relative Density M 99 105
Specified Density (,�6) 95 95
REMARKS: The above test locations were selected by Twin City Testing and Engineering
Laboratory, Inc. Compaction meets specifications in the above test areas.
AS A MUTUAL PROTECTION TO CLIE NTR, THE ►URLIC AND OUREELVEE. ALL REPORTS ARE EUEMITTEU A. THE CON►IOENTIAL ►ROP9RTV OF CLIENTS. AND AUTHOR-
IZATION FOR RIELIGATION OF STATEMENT•. CONCLUEI O WE OR EXTRACTS FROM CA REGARDING O JR REPORTS 1E REEERVEO PENDING OUR WRITTEN APPROVAL
Twin CityTesting and Engi een
By
TWIN C1 STING AND ENGINEERING LABOR&ORY, INC.
_A696&_ ENGINEERS AND CHEMISTS
662 Cromwell Avenue - St. Paul, Minr. 5511 A •
MOISTURE -DENSITY CURVE SAMPLENO. 2
4 D HARRIS RESIDENCE
PIMVW: ZDG9W00D ROAD DATE: May 150 1968
REPORTED TO: WAYZATA, MIMSUrA COPIES TO: 1 Rebers Constructior Company.
. Contracting, Inc.
LABORATORY NO. 11-4696
119
116
115
114
METHOD OF TEST: ASTM:D698-66T, Method "A"
TYPE OF MATERIAL: (SP), sand, brown, medium to fine (2)
MAXIMUM DENSITY: 117.9 11). /cu. ft. opnmum mowulltzs 10.3 %
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MOISTURE CONTENT-%