1993-08-23 Compaction Tests
Independent Testing Technologies, Inc.
1012 South Benton Drive
Sauk Rapids, MN 56379
REPORT OF FIELD COMPACTION TESTS
Report Date:
Client:
August 23, 1993
Kenco, Inc.
Meyer Rohlin
Project: 93-026 Westwind 4th Addition
Albertville, Minnesota
cc:
Testing Specialist: Daryl J. Dhein
x
Nuclear Method ASTM D2922
Modified Proctor ASTM 01557
x
Sand Cone Method ASTM 01556
Standard Proctor ASTM 0698
Optimum Max. Lab In Place In Place Percent Specified
I Test # Date SoilID# Classification Moisture Dry Density % Moisture Dry Density Compaction Compaction Comments
1 8-19-93 P-1 CL 23.2 103.4 19.2 100.8 97 1/2 95 A
2 8-19-93 P-1 CL 23.2 1 03.4 24.5 100.5 97 95 A
3 8-19-93 P-1 CL 23.2 103.4 20.5 99.9 96 1/2 95 A
BENCH MARK:
Test # Test Location
Elevation
1 Center of Pad, Lot #3, Block 4
2 Center of Pad, Lot #2, Block 4
3 Center of Pad, Lot #1, Block 4
950
951
952
B
Comments:
A - Test Results Comply With Specifications
B - Test Results Do Not Comply With Specifications
a:d30263.wpl
.........
Independent Testing Technologies, Inc.
1012 South Benton Drive
Sauk Rapids, MN 56379 REPORT OF FIELD COMPACTION TESTS
Report Date: August 23, 1993 Project: 93-026 Westwind 4th Addition
Client: Kenco, Inc. Albertville, Minnesota
cc: Meyer Rohlin
Testing Specialist: Daryl J. Dhein
x Nuclear Method ASTM 02922 Sand Cone Method ASTM 01556
Modified Proctor ASTM 01557 x Standard PiOctor ASTM 0698
Optimum Max. Lab In Place In Place Percent Specified
.
Test # Date SoillD# Classification Moisture Dry Density % Moisture Dry Density Compaction Compaction Comments
4 8-20-93 P-1 CL 23.2 1 03.4 18.4 103.5 100 95 A
5 8-20-93 P-1 CL 23.2 103.4 18.6 102.5 99 95 A
6 8-20-93 P-1 CL 23.2 103.4 21.9 100.9 97 1/2 95 A
BENCH MARK:
Test # Test Location Elevation
4 Center of Pad, Lot #4, Block 4 949
5 Center of Pad, Lot #5, Block 4 948
6 Center of Pad, Lot #6, Block 4 949
B I I
Comments: A - Test Results Comply With Specifications
B - Test Results Do Not Comply With Specifications
Respectfully Submitted,
a:d30266.wpl ,,}) ~ ~vL
Daryl J ~~, Pr t Manager
Independent Testing Technologies, Inc.
1012 South Benton Drive
Sauk Rapids, MN 56379 REPORT OF FIELD COMPACTION TESTS
Report Date: August 23, 1993 Project: 93-026 Westwind 4th Addition
Client: Kenco, Inc. Albertville, Minnesota
cc: Meyer Rohlin
Testing Specialist: Daryl J. Dhein
x Nuclear Method ASTM 02922 Sand Cone Method ASTM 01556
Modified Proctor ASTM D1557 x Standard Procter ASTM D698
I Optimum Max. Lab In Place In Place Percent Specified
, I
Test # Date SoillD# Classification Moisture Dry Density % Moisture Dry Density Compaction Compaction Comments
7 8-21-93 P-1 CL 23.2 103.4 17.7 99.0 95 1/2 95 A
8 8-21-93 P-1 CL 23.2 103.4 25.3 94.7 91 1/2* 95 B
9 8-21-93 P-1 CL 23.2 103.4 19.3 100.0 961/2 95 A
10 8-21-93 P-1 CL 23.2 103.4 22.2 99.7 961/2 95 A
11 8-21-93 P-1 CL 23.2 103.4 19.5 103.5 100 95 A
12 8-21-93 P-1 CL 23.2 103.4 20.4 103.4 100 95 A
BENCH MARK:
~I Test Location I Elevation I
I
7 Front of Lot #1, Block 4 956.5
8 Front of Lot #2, Block 4 955
9 Front of Lot #3, Block 4 954
I 10 Front of Lot #4, Block 4 955
11 Middle of Lot #5, Block 4 954
12 Front of Lot #6, Block 4 954.5
Comments: A - Test Results Comply With Specifications
B - Test Results Do Not Comply With Specifications
Respectfully Submitted,
a:d302612.wpl ,':D{~p b L
Daryl J 0 em, Project Manager
Independent Testing Technologies, Inc.
1012 South Benton Drive
Sauk Rapids, MN 56379 REPORT OF FIELD COMPACTION TESTS
Report Date: August 23, 1993 Project: 93-026 Westwind 4th Addition
Client: Kenco, Inc. Albertville, Minnesota
cc: Meyer Rohlin
Testing Specialist: Daryl J. Dhein
x Nuclear Method ASTM 02922 Sand Cone Method ASTM 01556
--
Modified Proctor ASTM 01557 x ~'tandard Proctor ASTM 0698
. Optimum Max. Lab In Place In Place Percent Specified
Test # Date SoillD# Classification Moisture Dry Density % Moisture Dry Density Compaction Compaction Comments
13 8-21-93 P-1 CL 23.2 103.4 21.1 99.3 96 95 A
14 8-21-93 P-1 CL 23.2 103.4 19.8 103.1 991/2 95 A
8A 8-21-93 P-1 CL 23.2 103.4 20.8 102.8 991/2 95 A
BENCH MARK:
Test # Test Location Elevation
13 Front of Lot #7, Block 4 954
14 Front of Lot #8, Block 4 954
8A Retest of Test #8 955
FI I I
Comments: A - Test Results Comply With Specifications
B - Test Results Do Not Comply With Specifications
Respectfully Submitted,
a:d30268a.wpl ~J~,~j~~n~er
Project No. 93-026
LABORATORY MOISTURE-DENSITY RELATION
Date Tested 8-19-93
Proctor Standard
Sample No. P-1
ASTM D: 698
Method: A
UNIFIED SOILS CLASSIFICATION: CL SILTY CLAY, with a trace of GRAVEL, brown.
(ASTM D2487 & D2488)
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MAXIMUM DENSITY: 103.4
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OPTIMUM MOISTURE CONTENT: 23.2
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MOISTURE CONTENT, %