Coppell CC 1B1-LR010604ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Sfreet, 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: 6/4/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-055 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: 5/3/01
Slump (in.): 3 - 5 Sampled By: Joe Espinosa
Air Content (%): n/a Weather: Fair
Concrete Temp (°F): 50 - 90 Supplier/Mix: Hanson - #7752
FIELD DATA SET #1
Ticket #: 698577 Time Batched: 3:30 p.m. Time Sampled: 3:45 p.m.
Slump (in.): 5.00 Air Content: na Unit Weight {pcfJ: na
Conc. Temp. (°F): 74 Ambient Temp. (°F): 78 Yardage (c.y.): 40
Placement Location: STA 0 + 00 Line SS-6 and Line SS-1
Remarks:
FIELD DATA SET #2
Ticket #: Time Batched:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Air Content:
Ambient Temp. (°F):
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C37, TESTED PER ASTM C39, CAPPED PER ASTM C817
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas , in. Stren th si FC Notes
1 A 5/10/01 7 109880 28.27 3890
B 5/31/01 28 146270 28.27 5170
C 5/31 /01 28 142000 28.27 5020
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: C138, C143, C172, C231
Note: This report is for the exclusive use of the Client addressed. ~i
This repod may not be reproduced except in its entirety, without
the written consent of AGG. Results appl onl to above tests. ALLIANCE GEOTECHNICAL GROUP
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):