Coppell CC 1B1-LR010529ALLIANCE 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: KoH Center -Coppell Koll Development Company -James Williams
REPORT DATE: 05/29/01 Hill 8, Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-076 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECI FICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 05/14/01
Slump (in.): 4 - 6 Sampled By: D. Vandergriff
Air Content (%): na Weather: Partly Cloudy
Concrete Temp (°F): 55 - 90 Supplier/Mix: Pioneer #7752
FIELD DATA SET #1
Ticket #: 698897 Time Batched: 1:55 p.m. Time Sampled: 2:45 p.m.
Slump (in.): 5.00 Air Content: n/a Unit Weight (pct): n/a
Conc. Temp. (°F): 85 Ambient Temp. (°F): 90 Yardage (c.y.): 5 of 5
Placement Location: SS #3 Infet
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 05/21/01 7 110390 28.27 3900
B 06/11/01 28 28.27
C 06/11/01 28 28.27
D hold
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: C138, C143, Ci72, C231
Note: This report is for the exclusive use of the Client addressed. ~j
This report may not be reproduced except in i[s entirety, without
the written consent of AGG. Results apply only to above tests. ~ ALLIANCE GEOTECHNICAL GROUP