HomeMy WebLinkAboutReport of Compressive Strength of Cylindrical Concrete AMERICAN CONSULTANTS
•GEOTECHNICAL
.MATERIALS
A, ENGINEERING .ENVIRONMENTAL
- TESTING, INC.
REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS-ASTM:C39
PROJECT: REPORTED TO:
WAYZATA COUNTRY CLUB McGOUGH CONSTRUCTION
ADDITIONS AND REMODELING 8100 34TH AVENUE SOUTH
200 WEST WAYZATA BOULEVARD SUITE 210
ORONO,MN BLOOMINGTON,MN 55425-1640
ATTN:PAUL EGERTSON
CC: MEYER BORGMAN&JOHNSON, INC.
AET JOB NO: 20-04684 CITY OF ORONO
DATE: October 26, 2004
Placement Information:
Set No: 5003 A-C Concrete Supplied By: Cemstone
Date Cast: 10/18/2004 Mix No: 4067
Cast By: Contractor Truck No:
Date Received in Laboratory: 10/20/2004 Placement Method: Pump
Plastic Properties: (ASTM:C143,ASTM:C231,ASTM:C1064)
Slump,in: Air Content, %: Concrete Temp, F°:
Placement Location: Grids E,22, H, 7
Cylinder No. 5003 A 5003 B 5003 C
Cylinder Information
Height(in.): 12.00 12.00 12.00
Diameter(in.): 6.00 6.00 6.00
Cross-sectional area(sq. in.): 28.27 28.27 28.27
Cylinder condition/preparation:
Curing Information
Test date: 10/25/2004 11/15/2004 Lab Hold
Days on site: 2 2 2
Days in curing: 5 26
Age at testing(days): 7 28
Test Information RECEIVED
Load at Failure(lbs.): 113,520
Strength at Failure(PSI): 4,020 NOV 2 2004
Specified Strength(PSI at 28 Days):
Type of Failure: Cone CITY OF ORONO
Conformance. The 7-day result is reported for informational use only.
Reported By:
John J. Haupt,PF
Materials Engine
This document shall not be reproduced,except in full,without written approval of American Engineering Testing, Inc. RF
550 Cleveland Avenue North . St. Paul, MN 55114 . 651-659-9001 . Fax 651-659-1379
Duluth. Mankato. Marshall. Rochester. Wausau. Rapid City. Pierre. Sioux Falls
AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER
AMERICAN CONSULTANTS
A •GEOTECHNICAL
.MATERIALS
ENGINEERING .ENVIRONMENTAL
- TESTING, INC,
REPORT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS-ASTM:C39
PROJECT: REPORTED TO:
WAYZATA COUNTRY CLUB McGOUGH CONSTRUCTION
ADDITIONS AND REMODELING 8100 34TH AVENUE SOUTH
200 WEST WAYZATA BOULEVARD • SUITE 210
ORONO, MNOUT 2 9 264BLOOMINGTON, MN 55425-1640
ATTN:PAUL EGERTSON
CC: MEYER BORGMAN&JOHNSON, INC.
AET JOB NO: 20-04684 CITY OF ORONO
DATE: October 25, 2004
Placement Information:
Set No: 5001 A-C Concrete Supplied By: Cemstone
Date Cast: 10/13/2004 Mix No: 4067
Cast By: Contractor Truck No:
Date Received in Laboratory: 10/20/2004 Placement Method: Pump
Plastic Properties: (ASTM:C143,ASTM:C231,ASTM:C1064)
Slump,in: Air Content, %: Concrete Temp, F°:
Placement Location: Footings,Grid R,4A pads, 1B pad
Cylinder No. 5001 A 5001 B 5001 C
Cylinder Information
Height(in.): 12.00 12.00 12.00
Diameter(in.): 6.01 6.00 6.00
Cross-sectional area(sq. in.): 28.37 28.27 28.27
Cylinder condition/preparation:
Curing Information
Test date: 10/21/2004 11/10/2004 Lab Hold
Days on site: 7 7 7
Days in curing: 1 21
Age at testing(days): 8 28
Test Information
Load at Failure(lbs.): 71,150
Strength at Failure(PSI): 2,510
Specified Strength(PSI at 28 Days):
Type of Failure: Cone
Conformance: The 8-day result is reported for informational use only.
Reported By:
John J. Haupt,PE
Materials Enginee RF
This document shall not be reproduced,except in full,without written approval of American Engineering Testing,Inc.
550 Cleveland Avenue North . St. Paul, MN 55114 . 651-659-9001 . Fax 651-659-1379
Duluth. Mankato. Marshall. Rochester. Wausau. Rapid City. Pierre. Sioux Falls
AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER
RECEIVED
CONSULTANTS
AMERICAN NOV 3 0 2004 •GEOTECHNICAL
•MATERIALS
ENGINEERING •ENVIRONMENTAL
,•�, � �� CITY OF ORONO
ESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS-ASTM:C39
PROJECT: REPORTED TO:
WAYZATA COUNTRY CLUB McGOUGH CONSTRUCTION
ADDITIONS AND REMODELING 8100 34TH AVENUE SOUTH
200 WEST WAYZATA BOULEVARD SUITE 210
ORONO, MN BLOOMINGTON, MN 55425-1640
ATTN: PAUL EGERTSON
CC: MEYER BORGMAN&JOHNSON, INC.
AET JOB NO: 20-04684 CITY OF ORONO
DATE: November 11, 2004
Placement Information:
Set No: 5001 A-C Concrete Supplied By: Cemstone
Date Cast: 10/13/2004 Mix No: 4067
Cast By: Contractor Truck No:
Date Received in Laboratory: 10/20/2004 Placement Method: Pump
Plastic Properties: (ASTM:C143,ASTM:C231,ASTM:C1064)
Slump, in: Air Content, %: Concrete Temp, F°:
Placement Location: Footings,Grid R,4A pads, 1B pad
Cylinder No. 5001 A 5001 B 5001 C
Cylinder Information
Height(in.): 12.00 12.00 12.00
Diameter(in.): 6.01 6.01 6.00
Cross-sectional area(sq. in.): 28.37 28.37 28.27
Cylinder condition/preparation:
Curing Information
Test date: 10/21/2004 11/10/2004 Lab Hold
Days on site: 7 7 7
Days in curing: 1 21
Age at testing(days): 8 28
Test Information
Load at Failure(lbs.): 71,150 157,130
Strength at Failure(PSI): 2,510 5,540
Specified Strength(PSI at 28 Days):
Type of Failure: Cone Cone
Conformanc . The 28-day result is reported for informational use only.
Reported By ii,
John J. Haupt,
Materials Eng n er
RF
This document shall not be reproduced,except in full,without written approval of American Engineering Testing, Inc.
550 Cleveland Avenue North •St. Paul, MN 55114 •651-659-9001 •Fax 651-659-1379
Duluth •Mankato •Marshall •Rochester •Wausau •Rapid City •Pierre •Sioux Falls
AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER
CONSULTANTS
A AMERICAN •GEOTECHNICAL
•MATERIALS
ENGINEERING •ENVIRONMENTAL
TESTINGt INC.
JRT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS-ASTM:C39
PROJECT: REPORTED TO:
WAYZATA COUNTRY CLUB McGOUGH CONSTRUCTION
ADDITIONS AND REMODELING 8100 34TH AVENUE SOUTH
200 WEST WAYZATA BOULEVARD SUITE 210
ORONO,MN BLOOMINGTON,MN 55425-1640
ATTN: PAUL EGERTSON
CC: MEYER BORGMAN&JOHNSON, INC.
AET JOB NO: 20-04684 CITY OF ORONO
DATE: November 11, 2004
Placement Information:
Set No: 5002 A-C Concrete Supplied By: Cemstone
Date Cast: 10/13/2004 Mix No: 4067
Cast By: Contractor Truck No:
Date Received in Laboratory: 10/20/2004 Placement Method: Pump
Plastic Properties: (ASTM:C143,ASTM:C23I,ASTM:CI064)
Slump,in: Air Content, %: Concrete Temp,F°:
Placement Location: Footings, grid R,4A pads, 1 B pad
Cylinder No. 5002 A 5002 B 5002 C
Cylinder Information
Height(in.): 12.00 12.00 12.00
Diameter(in.): 6.01 6.01 6.00
Cross-sectional area(sq. in.): 28.37 28.37 28.27
Cylinder condition/preparation:
Curing Information
Test date: 10/21/2004 11/10/2004 Lab Hold
Days on site: 7 7 7
Days in curing: 1 21
Age at testing(days): 8 28
Test Information
Load at Failure(lbs.): 84,780 161,190
Strength at Failure(PSI): 2,990 5,680
Specified Strength(PSI at 28 Days):
Type of Failure: Cone Cone
Conformanc-• Th 28-day result is reported for informational use only.
Reported B 0 .)i j
John J.Haupr E
Materials En: eer RF
This document shall not be reproduced,except in full,without written approval of American Engineering Testing,Inc.
550 Cleveland Avenue North •St. Paul, MN 55114 •651-659-9001 •Fax 651-659-1379
Duluth •Mankato •Marshall •Rochester •Wausau •Rapid City •Pierre •Sioux Falls
AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER
AMERICAN CONSULTANTS
A •GEOTECHNICAL
•MATERIALS
ENGINEERING •ENVIRONMENTAL
TESTINGt INC.
JRT OF COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS-ASTM:C39
PROJECT: REPORTED TO:
WAYZATA COUNTRY CLUB McGOUGH CONSTRUCTION
ADDITIONS AND REMODELING 8100 34TH AVENUE SOUTH
200 WEST WAYZATA BOULEVARD SUITE 210
ORONO,MN BLOOMINGTON, MN 55425-1640
ATTN:PAUL EGERTSON
CC: MEYER BORGMAN &JOHNSON, INC.
AET JOB NO: 20-04684 CITY OF ORONO
DATE: November 17, 2004
Placement Information:
Set No: 5003 A-C Concrete Supplied By: Cemstone
Date Cast: 10/18/2004 Mix No: 4067
Cast By: Contractor Truck No:
Date Received in Laboratory: 10/20/2004 Placement Method: Pump
Plastic Properties: (ASTM:C143,ASTM:C231,ASTM:C1064)
Slump,in: Air Content, %: Concrete Temp,F°:
Placement Location: Grids E,22,H, 7
Cylinder No. 5003 A 5003 B 5003 C
Cylinder Information
Height(in.): 12.00 12.00 12.00
Diameter(in.): 6.00 6.01 6.00
Cross-sectional area(sq. in.): 28.27 28.37 28.27
Cylinder condition/preparation:
Curing Information
Test date: 10/25/2004 11/15/2004 Lab Hold
Days on site: 2 2 2
Days in curing: 5 26
Age at testing(days): 7 28
Test Information
Load at Failure(lbs.): 113,520 176,890
Strength at Failure(PSI): 4,020 6,240
Specified Strength(PSI at 28 Days):
Type of Failure: Cone Cone
Conformance: The 28-day result is reported for informational use only.
Reported By
John J. Haupt, ' td
Materials Engi :-r RF
This document shall not be reproduced,except in full,without written approval of American Engineering Testing,Inc.
550 Cleveland Avenue North •St. Paul, MN 55114 •651-659-9001 •Fax 651-659-1379
Duluth •Mankato •Marshall •Rochester •Wausau •Rapid City •Pierre •Sioux Falls
AN AFFIRMATIVE ACTION AND EQUAL OPPORTUNITY EMPLOYER