Coppell CC 1B1-LR010815ALLIANCE 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
08/15/01
C01-0206-187
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):
Slump (in.):
Air Content (%):
4000
5 max
3.5 - 6.5
Concrete Temp (°F): 95 max
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
07/16/01
D. Vandergriff
Sunny
Potter-7752
FIELD DATA SET #1
Ticket #: 612964 Time Batched: 7:05 a.m. Time Sampled: 7:45 a.m.
Slump (in.): 5.00 Air Content: 6.2 Unit Weight (pct): na
Conc. Temp. (°F): 85 Ambient Temp. (°F): 82 Yardage (c.y.): 40
Placement Location: Paving area on south side of building #1, 50' E. & 50' S. of SE corner
Remarks:
FIELD DATA SET #2
Ticket #: 612973 Time Batched: 8:10 a.m. Time Sampled: 9:00 a.m.
Slump (in.): 5.5' Air Content: 6.0 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 87 Yardage (c.y.): 130
Placement Location: Paving area 25' S. & 50' E. of SW of building #1
Remarks: 'Slump exceeds s pecifications
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C37, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 07/23/01 7 89120 28.27 3150 D
1 B 07/23/01 7 88350 28.27 3130 B
C 08/13/01 28 115580 28.27 4090 C
D 08/13/01 28 116480 28.27 4120 D
E Hold
A 07/23/01 7 79810 28.27 2820 D
2 B 07/23/01 7 79100 28.27 2800 B
C 08/13/01 28 101930 28.27 3610 D
D 08/13/01 28 103640 28.27 3670 C `Does nat meet specs.
E 09/10/01 56
(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: C136, 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.
~~
LIANCE 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
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Koll Development Company
Koll Center -Coppell
08/15/01
C01-0206-187
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
Slump (in.): 5 max
Air Content (%): 3.5 - 6.5
Concrete Temp (°F): 95 max
Placement Date: 07/16/01
Sampled By: D. Vandergriff
Weather: Sunny
Supplier/Mix: Potter - 7752
FIELD DATA SET #3
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
612983 Time Batched: 9:30 a.m. Time Sampled: 10:15 a.m.
5.00 Air Content: 5.7 Unit Weight (pcf): na
92 Ambient Temp. (°F): 90 Yardage (c.y.): 230
Pavino area 65' S. & 20' E. of SW of building #1
FIELD DATA SET #4
Ticket #: 612992 Time Batched: 10:27 a.m. Time Sampled: 11:45 a.m.
Slump (in.): 6.0' Air Content: 4.1 Unit Weight (pcf): na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 95 Yardage (c.y.): 320
Placement Location: Paving area 10' E. & 35' N. of NW of building #3
Remarks: 'Slump exceeds s pecifications
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 07/23/01 7 82620 28.27 2920 D
3 B 07/23/01 7 86880 28.27 3070 D
C 08/13/01 28 114620 28.27 4050 C
D 08/13/01 28 117090 28.27 4140 D
E Hold
A 07/23/01 7 85880 28.27 3040 D
4 B 07/23/01 7 83300 28.27 2950 D
C 08/13/01 28 109410 28.27 3870 C
D 08/13/01 28 106970 28.27 3780 D * Does not meet specs.
E 09/10/01 56
(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 ~1
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 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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
08/15/01
C01-0206-187
SPECIFICA
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
of
Strength (psi): 4000 Placement Date:
Slump (in.): 5 max Sampled By:
Air Content (%): 3.5 - 6.5 Weather:
Concrete Temp (°F): 95 max Supplier/Mix:
FIELD DATA SET #6
Time Batched: _
Air Content: _
Ambient Temp. (°F):
FIELD DATA SET #5
Ticket #: 613005 Time Batched: 1:55 p.m. Time Sampled: 2:45 p.m.
Slump (in.): 4.50 Air Content: 5.1 Unit Weight (pc0: na
Conc. Temp. (°F): 92 Ambient Temp. (°F): 97 Yardage (c.y.): 430
Placement Location: Approach on west side of building #3 from Freeport Parkway
Remarks:
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Davis
PROJECT DATA
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
07/16/01
D. Vandergriff
Sunny
Potter - 7752
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 07/23/01 7 71460 28.27 2530 D
5 B 07/23/01 7 73040 28.27 2580 D
C 08/13/01 28 93770 28.27 3320 D
D 08/13/01 28 94650 28.27 3350 C 'Does not meet specs.
E 09/10/01 56
6
(t) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(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 TESTS ARE PER APPLICABLE ASTM STANDARDS: C136, 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.