Coppell CC 1B1-LR010430ALLIANCE 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: 04/30/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0205-022a Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
Strength (psi):
Slump (in.):
Air Content (%):
Concrete Temp (°F):
3000
2-4
4-6
55-90
of
Davis
Placement Date:
Sampled By:
Weather:
SupplieriMix:
A
04/20/01
Contractor
Cloudy
Totter
FIELD DATA SET #1
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pct):
Conc. Temp. (°F): Ambient Temp. (°F): Yardage (c.y.):
Placement Location: Sanitary sewer line, 1st manhole -Contractor made cylinders no other information given
Remarks:
FIELD DATA SET #2
Ticket #: Time Batched:
Slump (in.): Air Content:
Conc. Temp. (°F):
Placement Location:
Remarks:
Ambient Temp. (°F):
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # C finder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
1 A 04!27/01 7 122890 28.27 4350
B 05/18/01 28 28.27
C 05!18/01 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 SPECIF1CA710NS 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 -'`~
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
the written consent of AGG. Results apply only t~ above tests. ~ ALLIANCE GEOTECHNICAL GROUP