Coppell CC 1B1-LR010902ALLIANCE 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 #:
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Koll Development Company
Koll Center -Coppell
09/02/01
C01-0206-215
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: 08/02/01
Slump (in.): 5 max Sampled ey: D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Clear
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 7752
FIELD DATA SET #1
Ticket #: 613498 Time Batched: 5:20 a.m. Time Sampled: 6:30 a.m.
Slump (in.): 5.00 Air Content; 4.8 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F); 82 Yardage (c.y.): 50 of 600
Placement Location: Paving Area: 50' South and 10" East of the Southeast Corner of Building #3
Remarks:
FIELD DATA SET #2
Ticket #: 613508 Time Batched: 6:34 a.m. Time Sampled: 7:15 a.m.
Slump (in.): 4.50 Air Content: 5.1 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 85 Yardage (c.y.): 150 of 600
Placement Location: Paving Area: 40' South and 80' East of the Southeast Corner of Building #3
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 Area sq. in. Stren th psi FC Notes
A 08/09/01 7 94230 28.27 3330 D
1 B 08/09/01 7 98200 28.27 3470 D
C 08/30/01 28 126110 28.27 4460 D
D 08/30/01 28 126300 28.27 4470 D
E Discard
A 08/09/01 7 124560 28.27 4410 C
2 B 08/09/01 7 116980 28.27 4140 D
C 08/30/01 28 151650 28.27 5360 C
D 08/30/01 28 149320 28.27 5280 D
E Discard
(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, C772, C231
Note: This report is for the exclusive use of the Client addressed. 1 "'i~%~
This report may not be reproduced except in its entirety, without ALLCA'NCE 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: 09/02/01 HiII & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-215 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS
Strength (psi):
Slump (in.):
Air Content (%)
4000
5 max
3.5 to 6.5
Concrete Temp (°F): 95 max
PROJECT DATA
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
08/02/01
D. Vandergriff
Clear
Potter - 7752
FIELD DATA SET #3
Ticket #: 613518 Time Batched: 7:39 a.m. Time Sampled: 8:15 a.m.
Slump (in.): 5.5* Air Content: 6.3 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 84 Yardage (c.y.): 250 of 600
Placement Location: Paving Area: 30' North and 50' East of the Northeast Corner of Building #2
Remarks: *Slump exceeds specifications -contractor notified
FIELD DATA SET #4
Ticket #: 613527 Time Batched: 8:43 a.m. Time Sampled: 9:45 a.m.
Slump (in.): 5.00 Air Content: 4.3 Unit Weight {pcf): na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 85 Yardage (c.y.): 340 of 600
Placement Location: Pavino Area: 20' North and 15' East of the Northwest Corner of Buildina #1
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 Area sq. in. Stren th psi FC Notes
A 08/09/01 7 92930 28.27 3290 D
3 B 08/09/01 7 97950 28.27 3460 D
C 08/30101 28 123740 28.27 4380 D
D 08/30/01 28 126710 28.27 4480 D
E Discard
A 08/09/01 7 98840 28.27 3500 C
4 B 08/09/01 7 99660 28.27 3530 C
C 08/30/01 28 127060 28.27 4490 D
D 08!30!01 28 123500 28.27 4370 D
E Discard
(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 -RELIANCE 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: 09/02/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-215 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy 8rundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppel! -Larry Davis
SPECI FICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 08/02/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 _ Weather: Clear
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 7752
FIELD DATA SET #5
Ticket #: 613537 Time Batched: 10:26 a.m. Time Sampled: 11:00 a.m.
Slump (in.): 5.5' Air Content: 6.1 Unit Weight (pcf): na
Conc. Temp. (°F): 92 Ambient Temp. (°F): 92 Yardage (c.y.): 440 of 600
Placement Location: Paving Area: 80' East and 25' North of the Northwest Corner of Building #1
Remarks: Contractor was notified of slump exceeding specifications
FIELD DATA SET #
Ticket #: Time Batched: Time Sampled:
Slump (in.j: 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 psi FC Notes
A 08/09/01 7 96250 28.27 3400 D
5 B 08/09/01 7 92530 28.27 3270 D
C 08/30/01 28 116340 28.27 4120 C
D 08/30/01 28 119840 28.27 4240 D
E Discard
(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: C738, 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.
~~
A L NCE GEOTECHNICAL GROUP