Coppell CC 1B1-LR010525ALLIANCE 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: 05/25/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-031 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
Lattimore Materials -Curtis Lee
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 04/24/01
Slump (in.}: 3- 5 Sampled By: Duane Vandergriff
Air Content (%): Weather: Sunny
Concrete Temp (°F): Supplier/Mix: Lattimore Materials
FIELD DATA SET #1
Ticket #: 123284 Time Batched: 3:15 p. m. Time Sampled: 4:00 p.m.
Slump (in.): 3.50 Air Content: na Unit Weight (pct): na
Conc. Temp. (°F): 74 Ambient Temp. (°F): 70 Yardage (c.y.): 2.5
Placement Location: Sanitary sewer line 2, manhole
Remarks:
FIELD DATA SET #2
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pct7:
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, CAPPED PER ASTM C617
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
1 A 05/01/01 7 113460 28.27 4010
B 05/22/01 28 142400 28.27 5040
C 05/22/01 28 144520 28.27 5110
D Discard
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTE
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C738, C743, C772, C231
Note: This report is far 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
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: 05/24/01 Hill & Wilkinson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-034 Alliance Architects - i"om Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
Lattimore Materials -Curtis Lee
SPECIFICATIONS PROJECT DATA
Strength (psi):
Slump (in.):
Air Content (%):
4000
3-5
5
Concrete Temp (°F): 90 max
Placement Date: 04/25/01
Sampled By: Duane Vandergriff
Weather: Sunny
Supplier/Mix: Lattimore Materials
FIELD DATA SET #1
Ticket #: 100285 Time Batched: 2:40 p.m. Time Sampled: 3:15 p.m.
Slump (in.): 3.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 74 Ambient Temp. (°F): 80 Yardage (c.y.): 3.5
Placement Location: Sanitary sewer manhole 5 at station 2+00
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, CAPPED PER ASTM C617
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
1 A 05/02/01 7 94450 28.27 3340
B 05/23/01 28 132330 28.27 4680
C 05/23/01 28 130820 28.27 4630
D Discard
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(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. ALLIANCE GEOTECHNICAL GROUP