Coppell CC 1B1-LR010827ALLIANCE 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: 08/27/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-236 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
Strength (psi):
Slump (in.):
Air Content (%):
4000
5 max
3.5 - 6.5
Placement Date:
Sampled By:
Weather:
08/15/01
D. Vandergriff
Clear
Concrete Temp (°F): 95 max Supplier/Mix: Hanson #7752
FIELD DATA SET #1
Ticket #: 816584 Time Batched : 4:01 a.m. Time Sampled: 4:30 a.m.
Slump (in.): 6* Air Content : 6.4 Unit Weight (pcf): na
Conc. Temp. (°F): 87 Ambient Temp. (°F) : 82 Yardage (c.y.): 30 of 600
Placement Location: 65' North and 20' East of the Southea st Corner of Builidng #2
Remarks: *Contractor was notified of the slump being out of the project specifications.
Ticket #: 816595
Slump (in.): 7*
FIELD DATA SET #2
Time Batched: 5:10 a.m.
Air Content: 5.4
Time Sampled:
Unit Weight (pct7:
6:00 a.m.
na
Conc. Temp. (°F): 87 Ambient Temp. (°F): 83 Yardage (c.y.): 138 of 600
Placement Location: 100' North and 50' East of the Southeast Corner of Building #2
Remarks: *Contractor was notified of the slump being out of the project specifications.
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 08/22/01 7 83390 28.27 2950 D
1 B 08/22/01 7 85990 28.27 3040 D
C 09/12/01 28 28.27
D 09/12/01 28 28.27
E Hold
A 08/22/01 7 103030 28.27 3640 D
2 B 08/22/01 7 103630 28.27 3670 D
C 09/12/01 28 28.27
D 09/12/01 28 28.27
E Hold
(i) 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 A IANCE 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
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 08/27/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-236 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SP
Strength (psi):
Slump (in.):
Air Content (%):
Concrete Temp (°F):
ATIONS
4000
5 max
3.5 - 6.5
95 max
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
D. Vandergriff
Clear
Hanson #7752
08/15/01
FIELD DATA SET #3
Ticket #: 816607 Time Batched: 6:35 a.m. Time Sampled: 7:20 a.m.
Slump (in.): 7' Air Content: 5.7 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 86 Yardage (c.y.): 238 of 600
Placement Location: 175' North and 70' East of the Southeast Corner of Buildin g #2
Remarks: 'Contractor was notified of the slump being out of the project specifications.
FIELD DATA SET #4
Ticket #: 850722 Time Batched: 7:40 a.m. Time Sampled: 8:30 a.m.
Slump (in.): 5.00 Air Content: 5.4 Unit Weight (pcf): na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 87 Yardage (c.y.): 328 of 600
Placement Location: 225' North and 20' East of the Southeast Corner of Buildin g #2
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 08/22/01 7 88910 28.27 3150 D
3 B 08/22/01 7 87940 28.27 3110 D
C 09/12/01 28 28.27
D 09/12/01 28 28.27
E Hold
A 08/22/01 7 125780 28.27 4450 D
4 B 08/22/01 7 119370 28.27 4220 D
C 09/12/01 28 28.27
D 09/12/01 28 28.27
E Hold
(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. ~ i(/~
This report may not be reproduced except in its entirety, without A~ CE 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
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 08/27/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-236 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
_ BDD, lnc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 08/15/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 - 6.5 Weather: Clear
Concrete Temp (°F): 95 max SupplierlMix: Hanson #7752
FIELD DATA SET #5
Ticket #: 816622 Time Batched: 8:35 a.m. Time Sampled: 9:30 a.m.
Slump (in.): 5.00 Air Content: 4.7 Unit Weight (pct: na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 90 Yardage (c.y.): 428 of 600
Placement Location: 200' South and 40' East of the Northeast corner of Building #2
Remarks:
FIELD DATA SET #6
Ticket #: 816635 Time Batched: 10:10 a.m. Time Sampled: 11:00 a.m.
Slump (in.): 5.50"' Air Content: 4.2 Unit Weight (pcf7: na
Conc. Temp. (°F): 92 Ambient Temp. (°F): 91 Yardage (c.y.): 536 of 600
Placement Location: 100' South and 65' East of the Northeast Corner of Buildin g #2
Remarks: 'Contractor was notified of the slump being out of the project specifications.
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 08/22/01 7 108890 28.27 3850 c
5 B 08/22/01 7 112310 28.27 3970 B
C 09/12/01 28 28.27
D 09/12101 28 28.27
E Hold
A 08/22/01 7 129370 28.27 4580 D
6 B 08/22!01 7 127790 28.27 4520 D
C 09/12/01 28 28.27
D 09/12/01 28 28.27
E Hold
(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
the wdtten consent of AGG. Results apply only to above tests.
/ 6(/~
A IANCE GEOTECHNICAL GROUP
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
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 08!27!01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-236 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: 08/15/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 - 6.5 Weather: Clear
Concrete Temp (°F): 95 max SupplierlMix: Hanson #7752
FIELD DATA SET #7
Ticket #: 850730 Time Batched: 11:00 a.m. Time Sampled: 12:00 p.m.
Slump (in.): 5.00 Air Content: 4.9 Unit Weight (pcf): na
Conc. Temp. (°F): 94 Ambient Temp. (°F): 96 Yardage (c.y.): 626 of 636
Placement Location: 160' South and 40' East of the Northeast Corner of Building #2
Remarks:
FIELD DATA SET #
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pcf):
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 08/22/01 7 107480 28.27 3800 C
7 B 08/22/01 7 115630 28.27 4090 D
C 09/12/01 28 28.27
D 09/12/01 28 28.27
E Hold
(2) FAILURE TYPE A=CONE, 6=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD 7ESTS 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 ANCE GEOTECHNICAL GROUP
the vmtten consent of AGG. Results app/ onl to above tests.
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Sfreef, Suife 202, Dallas, Texas 75220 Phone: 972-444-B889 Fax: 972-444-8893
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Koll Development Company
Koll Center -Coppell
8/27/01
C01-0206-238
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 Stone
City of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 8/16/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): na weather: Cloudy
Concrete Temp (°F): 95 max Supplier/Mix: Hanson #9349
FIELD DATA SET #1
Ticket #: 816664 Time Batched: 6:25 a.m. Time Sampled: 7:05 a.m.
Slump {in.): 5.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 80 Yardage (c.y.): 10 of 100
Placement Location: Building #1 -Slab Leaveout 95' West of the Southeast Corner
Remarks:
FIELD DATA SET #2
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Time Batched: Time Sampled:
Air Content: Unit Weight (pcf):
Ambient Temp. (°F): 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 Areas . in. Stren th si FC Notes
A 8/23/01 7 105030 28.27 3720 C
1 B 8/23/01 7 106540 28.27 3770 C
C 9/13/01 28 28.27
D 9/13/01 28 28.27
E Hold
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, C23t
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results apply only to above tests.
/ N /J
~-AL IANCE GEOTECHNICAL GROUP