1989-11-14 Compaction Tests
REPORT OF FIELD
COMPACTION TESTS
BRIIUO"
ENGINEERING TESTING
Incorporated
Ouality Services Since 1957
MINNESOTA:. Minneapolis. Hibbing,St. Cloud. Rochester, St. Paul
Re"Ydp: Box 189
St.CIOOd, MN56302 Date:
Nov8lllber 14, 1989
Af~ OffIces:
Bismarck, Williston &. Minot, NO
EliHings &. Bozeman, MT
Chicago, IL
CI ient:Mick Construction, (4)
3453 Granite View Road
St. ClOUd,. MN 56301
Attn: Mr. . Terry Mick
Project: C89-357l
Project Description: Westwind Apartments
Albertville, MN
Soil OpU8lUlll Max. lab In Place
Test , Date 10' Classification Mo1 sture Dry Density In Place Dry Densit~ Percent Specified
(pcn ~ Moisture (PCrl COIIIDact1on Comoacti or COlRIIIents
1 11-10-8~ P-l SM 11.4 118.9 9.3 118.7 100 95 A
-
2 11...10-8~ P-l SM 11.4 118.9 8.8 117.0 98% 95 A
,;'1 .".,4'
3 11-10-8~ P-l SM 11.4 118.9 8.6 117.3 98% 95 A
4 11-1()-8~ P-l SM 11.4 118.9 6.5 115.7 97% 95 A
5 11-10-8~ P-l SM 11.4 118.9 7.2 116.0 97% 95 A
6 1l-10-8~ P-l SM 11.4 118.9 6.8 116.3 . 98 95 A
x
Nuclear Method ASTM 02922-81
Sand ConeMethodASTM 01556-82
x
Standard. Proctor ASTM' 06978-7
Modi f1 edProctor ASTM 01557-78
BENCHMARK: Finished Floor>Elev. · 100.0
Test
No. Test location
ElevaUon
1 24'5& 281E of the NW bl
5
261N & 62'W of the SE bl
floor slab fill
98
2
9'N &30'Wof the SE bl
floor slab fill
3
4'N & SO'E of theSW bI
floor slab fill
4
5'S & SO'Wof the HE hI
floor slab f111
99
6
1. Fill
2.
NOTES:
IS'S & 56'E of theNW bl . corner floor slab fill
A. Test Results Comply With Specifications.
B. Test Results DoNat Comply With Specifications
99
Respectively SubRIitted,
Braun. Engineering TesUng, Inc.
cc:
L ..~..(<fA/)
Jfm Vos
laboratory Manager/St. Cloud