3870 Pilot Knob Rd - Civic Arena - Report of Compressive StrengthCylinder No.
1 A
1 B
1 C
Cylinder Information
8.90
8.00
4.00
12.57
6/11/2010
3
4
7
74,040
5,890
4,000
Columnar
8.95
8.00
4.00
12.57
7/2/2010
3
25
28
86,150
6,850
4,000
Columnar
8.00
4.00
12.57
Lab Hold
3
4,000
Weight (lbs):
Height (in.):
Diameter (in.):
Cross - sectional area (sq. in.):
Cylinder condition/preparation:
Curing Information
Test date:
Days on site:
Days in curing:
Age at testing(days):
Test Information
Load at Failure (lbs.):
Strength at Failure (PSI):
Specified Strength (PSI):
Type of Failure:
Conformance: The 28-day test result meets the specified design strength.
PROJECT:
EAGAN ICE ARENA
3870 PILOT KNOB ROAD
EAGAN, MINNESOTA
AET PROJECT NO: 20 -09976
DATE: July 12, 2010
Placement Information:
Set No:
Date Cast:
Cast By:
Date Received in Laboratory: 6/7/2010
Plastic Properties: (ASTM:C143, ASTM:C231, ASTM:C1064)
Slump, in: 7.0
Placement Location: Ice rink slab
Repor 1By:
Curtis L. Jo,
Staff Engineer II
AMERICAN
ENGINEERING
TESTING, INC.
REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39
hnson P
1 A -
6/4/2010
Jeff German
JUL 1 4 p
REPORTED TO:
STEENBERG - WATRUD CONSTRUCTION, INC.
10967 CLARK ROAD
INVER GROVE HEIGHTS, MN 55077
ATTN: DAVE VOGT
CC: CITY OF EAGAN
Concrete Supplied By: AVR
Mix No: #4 No air
Truck No: 459
Placement Method: Pump
Air Content, %: 1.5 Concrete Temp, F °: 67
CONSULTANTS
• ENVIRONMENTAL
• GEOTECHNICAL
• MATERIALS
• FORENSICS
550 Cleveland Avenue North I St. Paul, MN 55114
Phone 651- 659 -9001 I Toll Free 800 - 972 -6364 I Fax 651 - 659 -1379 I www.amengtest.com AA /EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
MPM
t Mi
Cylinder No.
2 A
2 B
2 C
Cylinder Information
9.01
8.00
4.00
12.57
6/11/2010
3
4
7
77,370
6,160
4,000
Columnar
9.08
8.00
4.00
12.57
7/2/2010
3
25
28
97,760
7,780
4,000
Cone
8.00
4.00
12.57
Lab Hold
3
4,000
Weight (lbs):
Height (in.):
Diameter (in.):
Cross - sectional area (sq. in.):
Cylinder condition/preparation:
Curing Information
Test date:
Days on site:
Days in curing:
Age at testing(days):
Test Information
Load at Failure (lbs.):
Strength at Failure (PSI):
Specified Strength (PSI):
Type of Failure:
Conformance: The 28 -day test result meets the specified design strength.
AMERICAN
ENGINEERING
TESTING, INC.
nims
REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39
PROJECT:
EAGAN ICE ARENA
3870 PILOT KNOB ROAD
EAGAN, MINNESOTA
AET PROJECT NO: 20 - 09976
DATE: July 12, 2010
Placement Information:
Set No:
Date Cast:
Cast By:
Date Received in Laboratory: 6/7/2010
Plastic Properties: (ASTM:C143, ASTM:C231, ASTM:C1064)
Slump, in: 10.0
Placement Location: Ice rink slab
Reporte
Curtis L. Johnson, PE
Staff Engineer II
2A -C
6/4/2010
Jeff German
Air Content, %:
CONSULTANTS
• ENVIRONMENTAL
• GEOTECHNICAL
• MATERIALS
• FORENSICS
REPORTED TO:
STEENBERG - WATRUD CONSTRUCTION, INC.
10967 CLARK ROAD
INVER GROVE HEIGHTS, MN 55077
ATTN: DAVE VOGT
CC: CITY OF EAGAN
Concrete Supplied By: AVR
Mix No: #4 No air
Truck No: 356
Placement Method: Pump
2.3 Concrete Temp, F °: 66
550 Cleveland Avenue North I St. Paul, MN 55114
Phone 651 - 659 -9001 1 Toll Free 800 -972 -6364 I Fax 651 -659 -1379 www.amengtest.com AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
MPM
glit
Cylinder No.
3 A
3 B
3 C
Cylinder Information -
8.94
8.00
4.00
12.57
6/11/2010
3
4
7
68,060
5,410
4,000
Columnar
8.92
8.00
4.00
12.57
7/2/2010
3
25
28
82,900
6,600
4,000
Columnar
8.00
4.00
12.57
Lab Hold
3
4,000
Weight (lbs):
Height (in.):
Diameter (in.):
Cross - sectional area (sq. in.):
Cylinder condition/preparation:
Curing Information
Test date:
Days on site:
Days in curing:
Age at testing(days):
Test Information
Load at Failure (lbs.):
Strength at Failure (PSI):
Specified Strength (PSI):
Type of Failure:
Conformance: The 28 -day test result meets the specified design strength.
AMERICAN
ENGINEERING
TESTING, INC.
REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39
PROJECT:
EAGAN ICE ARENA
3870 PILOT KNOB ROAD
EAGAN, MINNESOTA
AET PROJECT NO: 20 -09976
DATE: July 12, 2010
Placement Information:
Set No:
Date Cast:
Cast By:
Date Received in Laboratory:
3A -C
6/4/2010
Jeff German
6/7/2010
Plastic Properties: (ASTM:C143, ASTM:C231, ASTM:C1064)
Slump, in: 8.5 Air Content, %:
Placement Location: Ice rink slab
Reported
Curtis L. Johnson, PE
Staff Engineer II
REPORTED TO:
STEENBERG - WATRUD CONSTRUCTION, INC.
10967 CLARK ROAD
INVER GROVE HEIGHTS, MN 55077
ATTN: DAVE VOGT
CC: CITY OF EAGAN
Concrete Supplied By: AVR
Mix No: #4 No air
Truck No: 401
Placement Method: Pump
2.1 Concrete Temp, F °: 66
550 Cleveland Avenue North I St. Paul, MN 55114
Phone 651 - 659 -9001 1 Toll Free 800 - 972 -6364 1Fax 651- 659 -1379 www.amengtest.com AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
CONSULTANTS
• ENVIRONMENTAL
• GEOTECHNICAL
• MATERIALS
• FORENSICS
MPM
iso
Cylinder No.
4 A
4 13
4 C
Cylinder Information
8.97
8.00
4.00
12.57
6/11/2010
3
4
7
64,470
5,130
4,000
Columnar
8.91
8.00
4.00
12 :57
7/2/2010
3
25
28
86,200
6,860
4,000
Cone
-
8.00
4.00
12.57
Lab Hold
3
4,000
Weight (lbs):
Height (in.):
Diameter (in.):
Cross - sectional area (sq. in.):
Cylinder condition/preparation:
Curing Information
Test date:
Days on site:
Days in curing:
Age at testing(days):
Test Information
Load at Failure (lbs.):
Strength at Failure (PSI):
Specified Strength (PSI):
Type of Failure:
Conformance: The 28 -day test result meets the specified design strength.
AMERICAN
ENGINEERING
TESTING, INC.
REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39
PROJECT:
EAGAN ICE ARENA
3870 PILOT KNOB ROAD
EAGAN, MINNESOTA
AET PROJECT NO: 20 -09976
DATE: July 12, 2010
Placement Information:
Set No:
Date Cast:
Cast By:
Date Received in Laboratory:
Plastic Properties: (ASTM:C143, ASTM:C231, ASTM:C1064)
Slump, in: 8.0
Placement Location: Ice rink slab
Reporte
Curtis L. Johnson, PE
Staff Engineer II
4A -C
6/4/2010
Jeff German
6/7/2010
Air Content, %:
REPORTED TO:
STEENBERG - WATRUD CONSTRUCTION, INC.
10967 CLARK ROAD
INVER GROVE HEIGHTS, MN 55077
ATTN: DAVE VOGT
CC: CITY OF EAGAN
Concrete Supplied By: AVR
Mix No: #4 No air
Truck No: 435
Placement Method: Pump
2.0 Concrete Temp, F °: 66
CONSULTANTS
• ENVIRONMENTAL
• GEOTECHNICAL
• MATERIALS
• FORENSICS
550 Cleveland Avenue North St. Paul, MN 55114
Phone 651 - 659 -9001 Toll Free 800-972-6364' Fax 651 - 659 -1379 www.amengtest.com AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
MPM
lw
Cylinder No.
SA
5 B
SC
- Cylinder Information
9.00
8.00
4.00
12.57
6/11/2010
3
4
7
72,510
5,770
4,000
Columnar
8.94
8.00
4.00
12.57
7/2/2010
3
25
28
84,250
6,700
4,000
Cone
8.00
4.00
12.57
Lab Hold
3
4,000
Weight (lbs):
Height (in.):
Diameter (in.):
Cross - sectional area (sq. in.):
Cylinder condition/preparation:
Curing Information
Test date:
Days on site:
Days in curing:
Age at testing(days):
Test Information
Load at Failure (lbs.):
Strength at Failure (PSI):
Specified Strength (PSI):
Type of Failure:
Conformance: The 28 -day test result meets the specified design strength.
A
MINN
AMERICAN
ENGINEERING
TESTING, INC.
REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS - ASTM:C39
PROJECT:
EAGAN ICE ARENA
3870 PILOT KNOB ROAD
EAGAN, MINNESOTA
AET PROJECT NO: 20 -09976
DATE: July 12, 2010
Placement Information:
Set No:
Date Cast:
Cast By:
Slump, in: 8.0
Placement Location: Ice rink slab
Reporte
Curtis L. Johnson, PE
Staff Engineer II
5A -C
6/4/2010
Jeff German
Date Received in Laboratory: 6/7/2010
Plastic Properties: (ASTM:C143, ASTM:C231, ASTM:C1064)
Air Content, %:
REPORTED TO:
STEENBERG - WATRUD CONSTRUCTION, INC.
10967 CLARK ROAD
INVER GROVE HEIGHTS, MN 55077
ATTN: DAVE VOGT
CC: CITY OF EAGAN
Concrete Supplied By: AVR
Mix No: #4 No air
Truck No: 459
Placement Method: Pump
1.7 Concrete Temp, F °: 65
CONSULTANTS
• ENVIRONMENTAL
• GEOTECHNICAL
• MATERIALS
• FORENSICS
550 Cleveland Avenue North I St. Paul, MN 55114
Phone 651 - 659 -9001 I Toll Free 800-972-63641 Fax 651-659-13791 www.amengtest.com I AA/EEO
This document shall not be reproduced, except in full, without written approval from American Engineering Testing, Inc.
MPM