Coppell CC 1B1-LR010821ALLIANCE 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: 08/21/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-227 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: 08/10/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 - 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Hanson - 7752
FIELD DATA SET #1
Ticket #: 810597 Time Batched: 7:00 a.m. Time Sampled: 7:45 a.m.
Slump (in.): 4.75 Air Content: 5.3 Unit Weight (pcf): na
Conc. Temp. (°F): 93 Ambient Temp. (°F): 85 Yardage (c.y.): 10 of 30
Placement Location: South approach
Remarks:
FIELD DATA SET #2
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 08/17/01 7 104400 28.27 3690 B
1 B 08/17/01 7 102810 28.27 3640 D
C 09/07/01 28 28.27
D 09/07/01 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: C738, C143, C172, C231
Note: This report is for the exclusive use of the Client addressed. /N~
This report may not be reproduced except in its entirety, without LI 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
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Koll Development Company
Koll Center -Coppell
08/21 /01
C01-0206-198
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
Citv of Coooell - Larrv Davis
Strength (psi):
Slump (in.):
Air Content (%):
Concrete Temp (°F):
4000
5 max
na
95 max
FIELD DATA SET #1
Ticket #: 613173 Time Batched: 8:11 a.m. Time Sampled: 9:00 a.m.
Slump (in.): 4.50 Air Content: na Unit Weight (pct]: na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 90 Yardage (c.y.): 10
Placement Location: Screen wall panel #1 and columns off SE corner of buildin g #2
Remarks:
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #2
Time Batched:_
Air Content: _
Ambient Temp. (°F):
PROJECT DATA
Placement Date: 07/20/01
Sampled By: D. Vandergriff
Weather: Sunny
Supplier/Mix: Potter - 9349
Time Sampled:
Unit Weight (pcf):
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 psi FC Notes
A 07/27/01 7 105840 28.27 3740 C
1 B 07/27/01 7 103790 28.27 3670 C
C 08/17/01 28 142940 28.27 5060 D
D 08/17/01 28 138210 28.27 4890 C
E Discard
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, O=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 E GEOTECHNICAL GROUP
the written consent of AGG. Results apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING AND ENGINEERING
10610 Newkirk, Suite #202, Dallas, Texas 75220 Phone #972-444-8889 Fax #972-444-8893
REINFORCING STEEL OBSERVATION REPORT
CLIENT: Koll Development Company
PROJECT: Koll Center -Coppell
REPORT DATE: 08/21/01
AGGREPORT#: C01-0206-237
DISTRIBUTION:
Koll Development Company -James Williams
Hill & Wilkerson, Inc. -Kirk Woltman
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
TECHNICIAN: Duane Vandergriff
WEATHER: Sunny
DATE: 08/15/01
AREAS OBSERVED:
1.) Paving area on east side of building #2 from the southeast corner to the northeast corner and
east 85' from the east wall.
2.) Entry area on west side of building #3:
a.) Northwest entry and along the north wall.
b.) 155' south of northwest corner
c.) 155' north of the southwest corner
d.l Southwest entry and alona the south wall.
3.) Slab leave out on building #1 from 60' west of southeast corner to the southwest corner,
then north to the northwest corner and east to 60' west of the northeast corner.
OBSERVATION CHECK LIST:
s1zE: yes
COVER:
SPLICE LENGTH: yeS
CLEANLINESS: yeS
PROPERLY TIED: yeS
CLEANLINESS OF FORM WORK: yeS
PROPER SUPPORT: yeS
REFERENCE DRAWING:
REMARKS:
No Discrepancies noted.
Note: This report is for the exclusive use of the Client addressed. I-Ly '-
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