Coppell CC 1B1-LR010910ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 9/10/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-227 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 8/10/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 - 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Hanson - 7752
FIELD DATA SET #1
Ticket #: 810597 Time Batched: 7:00 a.m. Time Sampled: 7:45 a.m.
Slump (in.): 4.75 Air Content: 5.3 Unit Weight (pcf): na
Conc. Temp. (°F): 93 Ambient Temp. (°F): 85 Yardage (c.y.): 10 of 30
Placement Location: South approach
Remarks:
FIELD DATA SET #2
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Time Batched:
Air Content:
Ambient Temp. (°F):
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Area sq. in. Stren th si FC Notes
A 8/17/01 7 104400 28.27 3690 B
1 B 8/17101 7 102810 28.27 3640 D
C 9/7/01 28 115830 28.27 4100 D
D 917/01 28 114750 28.27 4060 C
E Hold
2
(t) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C743, C172, C231
Note: This report is for the exclusive use of the Client addressed. ~~;~
This report may not be reproduced except in its entirety, without -ALLIANCE GEOTECHNICAL GROUP
the written consent of AGG. Results apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 08/09/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (°6): na Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Hanson - 9349
FIELD DATA SET #1
Ticket #: 937665 Time Batched: 6:30 a.m.
Slump (in.): 5.00 Air Content: na
Conc. Temp. (°F): 93 Ambient Temp. (°F): 85
Placement Location: Building #1 leaveout 40' S. of NE corner
Remarks:
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Koll Development Company
Koll Center -Coppell
09/10/01
C01-0206-225
Time Sampled: 7:30 a.m.
Unit Weight (pcf): na
Yardage (c.y.): 10 of 10
FIELD DATA SET #2
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pct):
Conc. Temp. (°F): Ambient Temp. (°F): Yardage (c.y.):
Placement Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/16/01 7 108980 28.27 3850 B
1 B 08/16/01 7 105490 28.27 3730 C
C 09/06/01 28 140960 28.27 4990 B
D 09/06/01 28 135610 28.27 4800 D
E Discard
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 ~~
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without AL NCE GEOTECHNICAL GROUP
the written consent of AGG. Results apply onl to above tests.
REPORT DISTRIBUTION:
Koll Development Company -James Williams
Hill & Wilkerson, Inc. -Kirk Woltman
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stane
City of Coppell -Larry Davis