2006-01-13 Street utilities - Densities
~
.-
BRAUN
INTERTEC
Client: Rottlund Homes
RECEIVED
.!AN 2 0 2006
Building Inspectio~ f T "tt I
Letter 0 ransml a
Braun Intertec Project No: BL-04-05797B
Transmittal No:
Date: January 13,2006
To: Jon Sutherland
City of Albertville
5915 Main Avenue Northeast
Albertville, MN 55301
Braun Intertec Corporation
11001 Hampshire Ave. S.
Minneapolis, MN 55438
Phone: 763-497-3384
Re: Towne Lakes, 6th Addition, County 19 and West Laketowne Drive, Albertville, MN
~
This Transmittal is being Sent:
_ For your approval
_ As requested
Information Sent
Street Utilities - Densities
Reference Numbers
Reports 1-5
I Transmittal List
Jon Sutherland, City of Albertville
Steve Hennen, Hennen Construction Company
Tim Himmer,Rottlund Homes
John Becker, Westwood Professional Services, Inc.
C~
ftD?W\ W,
\ 11..~IOb
Sent By:
Phone:
Holly J. Vetter
952-995-2000
Rev. 8/6/04
~ For your records
For review
Comments/Clarification
Dated 1/9/06
I Information Sent
Street Utilities - Densities (I)
Street Utilities - Densities (I)
Street Utilities - Densities (2)
Street Utilities - Densities (I)
~
. Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Braun Inter1ec Corporation
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 952.995.2000
Fox: 952.995.2020
Web: brauninlerlec.cam
RECEIVED
Report ofField Compaction Tests
JAN 2 0 2006
Date: January 9, 2006
Building Inspections
BL-04-05797B Report:
Project:
Client:
Tim Himmer
Rottlund Homes
3065 Centre Pointe Drive North
Roseville, MN 55113
Project Description:
Towne Lakes 6th Addition
County 19 and West Laketowne Drive
Albertville, Minnesota
Inplace Specified
Optimum Max. Lab Inplace Dry Relative Minimum
Soil ID and Moisture* Dry Density* Moisture Density Compaction Compact.
Test Date Type Classification (%) (pct) (%) (pct) (0/0) (%) Comments
1 10/10105 N P-4: SP 14.6 111.6 5 112 100 98 A
2 10/1 0105 N P-4: SP 14.6 111.6 5 111 99 98 A
3 10/10/05 N P-4: SP 14.6 111.6 4 III 100 98 A
4 10/10/05 N P-4: SP 14.6 111.6 4 112 100 98 A
5 10/1 0105 N P-4: SP 14.6 111.6 4 110 99 98 A
6 10/10105 N P-4: SP 14.6 111.6 5 110 99 98 A
7 10/1 0105 N P-4: SP 14.6 111.6 5 III 99 98 A
Key:
N = Nuclear, ASTM D 2922
SC = Sand Cone, ASTM D ,1556
* = a.M. and M.L.D.D. rounded to nearest 0.1
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results comply with air-voids specifications.
Test
Test Location
Elevation
1
2
3
4
5
6
7
Lot 12, Block IC: 8'W of Pipe (Pre-install Service Backfill)
Lot 12, Block IC: I'N of Pipe (Pre-install Service Backfill)
Lot 12, Block IC: I'S of Pipe (Pre-install Service Backfill)
Lot 12, Block IC: 5'W of Pipe (Pre-install Service Backfill)
Lot 13, Block IC: 5'W of Pipe (Pre-install Service Backfill)
Lot 13, Block I C: l'S of Pipe (Pre-install Service Backfill)
Lot II, Block IC: l'S of Pipe (Pre-install Service Backfill)
93
97
97
95
95
97
94
Elevation Reference:
Top of water main shut-off= 100
c:
Mr. Jon Sutherland, City of Albertville
Mr. John Becker, Westwood Professional Services
Mr. Steve Hennen, Hennen Construction
Bmun lntortec ~tion
d~'E
Associate-Senior Engineer
Prot'iding engineering and environmental solutions since 1957
BRAUN
I NTE RTEC
Braun Inter1ec Corporation
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone 952.995.2000
Fox: 952.995.2020
Web: braunintertec.cam
Report of Field Compaction Tests
Date: January 9,2006
BL-04-05797B
Report: 2
Project:
Client:
Tim Himmer
Rottlund Homes
3065 Centre Pointe Drive North
Roseville, MN 55113
Project Description:
Towne Lakes 6th Addition
County 19 and West Laketowne Drive
Albertville, Minnesota
Inplace Specified
Optimum Max. Lab Inplace Dry Relative Minimum
SoillD and Moisture* Dry Density* Moisture Density Compaction Compact.
Test Date Type Classification (%) (pct) (%) (pct) (%) (%) Comments
8 1011 I105 N P-4: SP 14.6 111.6 4 III 99 98 A
9 1011 I105 N P-4: SP 14.6 111.6 5 III 99 98 A
10 1011 I105 N P-4: SP 14.6 111.6 5 IlO 99 98 A
II 10/1 I105 N P-4: SP 14.6 111.6 4 III 99 98 A
12 1011 I105 N P-4: SP 14.6 111.6 3 110 99 98 A
13 10111/05 N P-4: SP 14.6 111.6 4 III 99 98 A
14 10/1 I105 N P-4: SP 14.6 111.6 5 110 99 98 A
Key:
N = Nuclear, ASTM D 2922
SC = Sand Cone, ASTM 0 1556
* = a.M. and M.L.D.O. rounded to nearest 0.1
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results comply with air-voids specifications.
Test
Test Location
Elevation
8 Lot II, Block I C: 5'W of Pipe (pre-install Service Backfill)
9 Lot 10, Block I C: 1 'S of Pipe (Pre-install Service Backfill)
10 Lot 10, Block IC: 5'W of Pipe (Pre-install Service Backfill)
11 Lot 10, Block IC: 5'W of Pipe (Pre-install Service Backfill)
12 Lot II, Block IC: I'S of Pipe (Pre-install Service Backfill)
13 Lot 5, Block 1 C: 5'W of Pipe (Pre-install Service Backfill)
14 Lot 5, Block IC: l'S of Pipe (Pre-install Service Backfill)
94
97
94
97
98 1/2
94
94
Elevation Reference:
Top of water main shut-off= 100
c:
Mr. Jon Sutherland, City of Albertville
Mr. John Becker, Westwood Professional Services
Mr. Steve Hennen, Hennen Construction
B,.un Iotertec ~at;oo
~~ &-,
e Vlo ,PE
Associate-Senior Engineer
· Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Report of Field Compaction Tests
Date: January 9, 2006
Project:
Client:
Tim Himmer
Rottlund Homes
3065 Centre Pointe Drive North
Roseville, MN 55113
Braun Inter1ec Corporation
11001 Hampshire Avenue S
Minneapolis. MN 55438
Phone: 952.995.2000
Fox 952.995.2020
Web: brauninlertec.cam
BL-04-05797B
Report: 3
Project Description:
Towne Lakes 6th Addition
County 19 and West Laketowne Drive
Albertville, Minnesota
Inplace Specified
Optimum Max. Lab Inplace Dry Relative Minimum
Soil ID and Moisture* Dry Density* Moisture Density Compaction Compact.
Test Date Type Classification (%) (pct) (%) (pet) (%) (%) Comments
15 lOll 1/05 N P-4: SP 14.6 111.6 5 III 99 98 A
16 10/12/05 N P-4: SP 14.6 II 1.6 5 III 99 98 A
17 10/12/05 N P-4: SP 14.6 111.6 6 III 99 98 A
18 10/12105 N P-4: SP 14.6 111.6 4 110 99 98 A
19 10/12/05 N P-4: SP 14.6 111.6 4 112 100 98 A
20 10/12/05 N P-4: SP 14.6 111.6 3 III 99 98 A
21 10/12/05 N P-4: SP 14.6 111.6 3 IlO 99 98 A
Key:
N = Nuclear, ASTM D 2922
SC = Sand Cone, ASTM D 1556
* = a.M. and M.L.D.D. rounded to nearest 0.1
Test Location
15 Lot II, Block I C: 5'W of Pipe (Pre-install Service Backfill)
16 Lot 9, Block IC: 5'W of Pipe (Pre-install Service Backfill)
17 Lot 9, Block I C: 1 'S of Pipe (Pre-install Service Backfill)
18 Lot 8, Block IC: I'S of Pipe (Pre-install Service Backfill)
19 Lot 7, Block IC: I'S of Pipe (Pre-install Service Backfill)
20 Lot 7, Block IC: 5'W of Pipe (Pre-install Service Backfill)
21 Lot 7, Block I C: l'S of Pipe (Pre-install Service Backfill)
Elevation Reference:
Top of water main shut-off= 100
c:
Mr. Jon Sutherland, City of Albertville
Mr. John Becker, Westwood Professional Services
Mr. Steve Hennen, Hennen Construction
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results comply with air-voids specifications.
Elevation
97
97
98
95
95
98
99
Bruun Intertec c~n
.dlt-~~_._ ..
Henry 00
Associate-Senior Engineer
Providing engineering and environmental solutions since 1957
BRAUN
I NTE RTEC
Braun Inter1ec Corporation
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 952.995.2000
Fox: 952.995.2020
Web: brounintertec.com
Report of Field Compaction Tests
Date: January 9,2006 Project: BL-04-05797B Report: 4
Client: Project Description:
Tim Himmer Towne Lakes 6th Addition
Rottlund Homes County 19 and West Laketowne Drive
3065 Centre Pointe Drive North Albertville, Minnesota
Roseville, MN 55113
Inplace Specified
Soil Optimum Max. Lab Inplace Dry Relative Minimum
ID and Moisture* Dry Density* Moisture Density Compaction Compact.
Test Date Type Classification (%) (pct) (%) (pct) (%) (%) Comments
22 10/12/05 N P-4: SP 14.6 111.6 5 107 96 98 B
22A 10/26/05 N P-4: SP 14.6 111.6 5 110 99 98 A
23 I I/8/08 N P-I: SP-SM 11.2 125.8 6 125 99 98 A
24 I I/8/08 N P-I: SP-SM 11.2 125.8 6 126 100 98 A
25 I I/8/08 N P-I: SP-SM 11.2 125.8 6 125 99 98 A
26 I I/9/05 N P-l: SP-SM 11.2 125.8 5 126 100 98 A
27 I I/9/05 N P-I: SP-SM 11.2 125.8 6 125 99 98 A
Key:
N = Nuclear, ASTM D 2922
SC = Sand Cone, ASTM D 1556
* = a.M. and M.L.D.D. rounded to nearestO.1
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results comply with air-voids specifications.
Test
Test Location
22 Lot 6, Block I: 3'W of Pipe (Pre-install Service Backfill)
22A Retest of Test 22
23 Lot 2, Block IC: 3'E of Pipe (Pre-install Service Backfill)
24 Lot 3, Block IC: 3'E of Pipe (Pre-install Service Backfill)
25 Lot 41, Block IC: 3'W of Pipe (Pre-install Service Backfill)
26 Lot 38, Block IC: 3'E of Pipe (Pre-install Service Backfill)
27 Lot 37, Block I C: 3'E of Pipe (Pre-install Service Backfill)
98
98
94
96
98
96
96
Elevation Reference:
Top of water main shut-off= 100
c:
Mr. Jon Sutherland, City of Albertville
Mr. John Becker, Westwood Professional Services
Mr. Steve Hennen, Hennen Construction
Bmun IntertecItinn
~~t
enry V 00, PE
Associate-Senior Engineer
· Providing engineering and environmental solutions since 1957
BRAUN
INTERTEC
Braun Inter1ec Corporation
11001 Hampshire Avenue S
Minneapolis, MN 55438
Phone: 952.995.2000
Fox: 952.995.2020
Web: braunintertec.com
Report of Field Compaction Tests
Date: January 9, 2006
Project:
BL-04-05797B
Report: 5
Client:
Tim Himmer
Rottlund Homes
3065 Centre Pointe Drive North
Roseville, MN 55113
Project Description:
Towne Lakes 6th Addition
County 19 and West Laketowne Drive
Albertville, Minnesota
I nplace Specified
Soil Optimum Max. Lab Inplace Dry Relative Minimum
ID and Moisture* Dry Density* Moisture Density Compaction Compact.
Test Date Type Classification (%) (pct) (%) (pct) (%) (%) Comments
28 I I/9/05 N P-I: SP-SM 11.2 125.8 6 125 99 98 A
29 I I/9/05 N P-I: SP-SM 11.2 125.8 5 126 100 98 A
30 II 19/05 N P-I: SP-SM 11.2 125.8 6 125 99 98 A
31 I I/9/05 N P-I: SP-SM 11.2 125.8 6 125 99 98 A
32 IIII 0105 N P-I: SP-SM 11.2 125.8 5 125 99 98 A
33 II II 0105 N P-I: SP-SM 11.2 125.8 5 126 100 98 A
34 11/10/05 N P-I: SP-SM 11.2 125.8 5 125 99 98 A
Key:
N = Nuclear, ASTM D 2922
SC= Sand Cone, ASTM D 1556
* = a.M. and M.L.D.D. rounded to nearest 0.1
A = Test results comply with specifications.
B = Test results do not comply with specifications.
C = Test results comply with air-voids specifications.
Test
I Elevation I
97
97
95
98
96
94
95
Test Location
28 Lot 15, Block IC: 3'W of Pipe (Pre-install Service Backfill)
29 Lot 18, Block lC: 3'W of Pipe (Pre-install Service Backfill)
30 Lot 33, Block IC: 3'E of Pipe (Pre-install Service Backfill)
31 Lot 31, Block I C: 3'E of Pipe (Pre-install Service Backfill)
32 Lot 27, Block 1C: 3'E of Pipe (Pre-install Service Backfill)
33 Lot 23, Block IC: 3'S of Pipe (Pre-install Service Backfill)
34 Lot 22, Block 1C: 3'S of Pipe (Pre-install Service Backfill)
Elevation Reference:
Top of water main shut-off= 100
c:
Mr. Jon Sutherland, City of Albertville
Mr. John Becker, Westwood Professional Services
Mr. Steve Hennen, Hennen Construction
Bmun Intert~hon
~!o'E
Associate-Senior Engineer
Providing engineering and environmental solutions since 1957