Coppell CC 1B1-LR010928ALLIANCE 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: 9/28/01 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):
Slump (in.): 4000
5 max Placement Date:
Sampled By: 7/25/01
D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max SupplierlMix: 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 of 400
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 (pcf7: na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 88 Yardage (c.y.): 140 of 400
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 # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 8/1/01 7 99960 28.27 3540 D
1 B 8/1/01 7 94280 28.27 3330 D
C 8/22/01 28 119620 28.27 4230 D
D 8/22101 28 117840 28.27 4170 D
E Discard
2 A 8/1/01 7 84320 28.27 2980 D
B 8/1/01 7 85830 28.27 3040 D
C 8/22/01 28 109420 28.27 3870 D
D 8/22/01 28 104800 28.27 3710 C 'Does not meet specs.
E 9/19/01 56 119800 28.27 4240 C
(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 GEOTECHNICAL GROUP
the written consent of AGG. Results appl 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: 9/28/01 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: 7/25/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 N.reather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 9349
FIELD DATA SET #3
Ticket #: 613313 Time Batched: 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 of 400
Placement Location: Paving 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 Batched: 10:50 a.m. Time Sampled: 11:15 a.m.
Slump (in.): 5.25* Air Content: 9.0* Unit Weight (pct]: na
Conc. Temp. (°F): 95 Ambient Temp. (°F): 99 Yardage (c.y.): 340 of 400
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
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 8/1/01 7 72520 28.27 2570 D
3 B 8/1/01 7 72340 28.27 2560 D
C 8/22/01 28 83960 28.27 2970 D *
D 8/22/01 28 80830 28.27 2860 C * Does not meet specs.
E 9/19/01 56 112310 28.27 3970 D** ** 99.3
4 A 8/1/01 7 76000 28.27 2690 D
B 8/1/01 7 72730 28.27 2570 D
C 8/22/01 28 99450 28.27 3520 D *
D 8/22/01 28 91760 28.27 3250 D * Does not meet specs.
E 9/19/01 56 111130 28.27 3930 C** ** 98.3
(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 written consent of AGG. Results apply only to above tests.
ALLIANCE~~ NICAL 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
PROJECT: Koll Center -Coppell
REPORT DATE: 9/28/01
AGGREPORT#: C01-0206-200
SPECIFICATIONS
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
PROJECT
Strength (psi): 4000 Placement Date: 7/25/01
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 #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 of 500
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 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 8/1/01 7 104310 28.27 3690 B
5 B 8/1/01 7 103030 28.27 3640 D
C 8/22/01 28 134770 28.27 4770 D
D 8/22/01 28 139440 28.27 4930 D
E Discard
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
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 appl onl to above tests.
`.~
ALLIANCE GE -PaROUP