Coppell CC 1B1-LR010802 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: 08/02/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-200 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: 07/25/01
Slump (in.): 5 max Sampled By: D. Vander~lriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max SuppliedMix: Potter - 9349
FIELD DATA SET #5
Ticket#: 613333 Time Batched: 11:49 a.m. Time Sampled: 12:30 p.m.
Slump (in.): 4.75 Air Content: 6.5 Unit Weight (pcf): na
Conc. Temp. (°F): 97* Ambient Temp. (°F): 101' Yardage (c.y.): 440
Placement Location: Paving] area 210' south and 40' east of NE corner of building #3
Remarks: *Temperature exceeds specifications
FIELD DATA SET #6
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 C3'1, TESTED PER ASTM C39
Set # Cylinder # Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi)FC Notes
A 08/01/01 7 104310 28.27 3690 B
5 B 08/01/01 7 103030 28.27 3640 D
C 08/22/01 28 28.27
D 08/22/01 28 28.27
E Hold
6
(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
INote: This report is for the exclusive use of the Client addressed. ~/~
IThis report may not be reproduced except in its entirety, without ALLIANCE GEOTECHNICAL GROUP
lthe written consent of AGG. Results apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING AND ENGINEERING
10610 Newkirk~~,~~Texas 75220 Phone #972-444-8889 Fax #972-444-8893
f REINFORO~INJSTEEL OBSERVATION REPORT
CLIENT: ~ Koll Development C~fnpany DISTRIBUTION:
PROJECT: I Koll Center- Cop[~l Koll Development Company- James Williams
REPORT DAT~: 08/02/01 ,~ ~Hill & Wilkerson, Inc.-Kirk Woltman
AGO REPORT~:~C01-0206-2~~i~.7 ~-il~t/Alliance Architects - Tom MaxwellAEcC, Inc. - Andy Brundige
lC} ¢ City of Coppell - Lee Stone
City of Coppell - Larry Davis
TECHNICIAN: Duane Vander[lriff
WEATHER: Sunny
DATE: 07/31/01
AREAS OBSERVED:
Building #2 leaveout on slab from 60' E. of NW corner to NE corner and S. to SE corner and
from SE corner to 90' west
OBSERVATION CHECK LIST:
SIZE: X
COVER: X
SPLICE LENGTH: X
CLEANLINESS:
PROPERLY TIED: X
CLEANLINESS OF FORM WORK:
PROPER SUPPORT: X
REFERENCE DRAWING:
REMARKS:
No Discrepancies noted.
INote: This report is for the exclusive use of the Client addressed.
I
This report may not be reproduced except in its entirety, without I ( ~.,/,~ -'
ALLIANCE GEOTECHNICAL GROUP
GEOT£CHNICAL 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: 08/02/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-200 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: 07/25/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 9349
FIELD DATA SET #1
Ticket #: 613292 Time Batched: 7:01 a.m. Time Sampled: 7:45 a.m.
Slump (in.): 5.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 87 Yardage (c.y.): 40
Placement Location: Paving area 30' north and 10' east of NE corner of building #3
Remarks:
FIELD DATA SET #2
Ticket #: 613302 Time Batched: 8:15 a.m. Time Sampled: 8:45 a.m.
Slump (in.): 5.75* Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 88 Yardage (c.y.): 140
Placement Location: Paving area 30' east and 75' south of NE corner of building #3
Remarks: *Slump exceeds specifications
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set #1 Cylinder # Test Date A~le IDays) Max. Load (lbs) Area (sq. in.) Stren~lth (psiS)FC Notes
A 08/01/01 7 99960 28.27 3540 D
1 B 08/01/01 7 94280 28.27 3330 D
C 08/22/01 28 28.27
D 08/22/01 28 28.27
E Hold
2 A 88/01/01 7 84320 28.27 2980 D
B 08/01/01 7 85830 28.27 3040 D
C 08/22/01 28 28.27
D 08/22/01 28
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
INoto:This report is for the exclusive use of the Client addressed.I .~~
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
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center - Coppell Koll Development Company - James Williams
REPORT DATE: 08/02/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-200 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: 07/25/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter- 9349
FIELD DATA SET #3
Ticket Cf: 613313 Time Bitched: 9:49 a.m. Time Sampled: 10:15 a.m.
Slump (in.): 6.25* Air Content: 9.5* Unit Weight (pcf): na
Conc. Temp. (°F): 94 Ambient Temp. (°F): 96 Yardage (c.y.): 240
Placement Location: Pavin~l area 110' south and 90' east of NE corner of building #3
Remarks: *Slump and air content exceeds specifications
FIELD DATA SET #4
Ticket #: No ticket No. Time Bitched: 10:50 a.m. Time Sampled: 11:15 a.m.
Slump (in.): 5.25* Air Content: 9.0* Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 99 Yardage (c.y.): 340
Placement Location: Paving area 100' south and 25' east of NE corner of building #3
Remarks: *Slump and air content exceeds specifications
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
SetCf CylinderCf Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi)FC Notes
A 08/01/01 7 72520 28.27 2570 D
3 B 08/01/01 7 72340 28.27 2560 D
C 08/22/01 28 28.27
D 08/22/01 28 28.27
E Hold
4 A 08/01/01 7 76000 28.27 2690 D
B 08/01/01 7 72730 28.27 2570 D
C 08/22/01 28 28.27
D 08/22/01 28
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 ALLIANCE GEOTEU'CHNICAL GROUP
the written consent of AGG. Results apply only to above tests.