Coppell CC 1B1-LR010521ALLIANCE 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
PROJECT: Koll Center -Coppell
REPORT DATE: 05/21/01
AGGREPORT#: C01-0205-022a
REPORT 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
SPECIFICATIONS PROJECT DATA
Strength (psi):
Slump (in.):
Air Content (%):
3000 Placement Date: 04/20/01
2-4
4-6
Sampled By:
Weather:
Supplier/Mix:
Contractor
Cloudy
Potter
Concrete Temp (°F): 55 - 90
FIELD DATA SET #1
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pcf):
Conc. Temp. (°F): Ambient Temp. (°F): Yardage (c.y.):
Placement Location: Sanitary sewer line, 1st manhole -Contractor made cylinders, no other information given
Remarks:
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #2
Time Batched: _
Air Content: _
Ambient Temp. (°F):
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. Streh th si FC Notes
1 A 04/27/01 7 122890 28.27 4350
B 05/18/01 28 154310 28.27 5460
C 05/18/01 28 153410 28.27 5430
D Discard
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 26.27 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 repod is for the exclusive use of the Client addressed. L G
This repod may not be reproduced except in its entirety, without
the written consent of AGG. Results appl only to abOVe tests. ALLIANCE GEOTECHNICAL GROUP
Time Sampled:
Unit Weight (pct:
Yardage (c.y.):
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: 05/21/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-029 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:
Slump (in.): 3 Sampled By:
Air Content (%): 5 Weather:
Concrete Temp (°F): 90 max Supplier/Mix:
04/23/01
Tom Webb
__ Sunny
Lattimore Materials
FIELD DATA SET #1
Ticket #: 7100668 Time Batched: 1:45 p.m. Time Sampled: 2:30 p.m.
Slump (in.): 2.50 Air Content: na Unit Weight (pcfl:
Conc. Temp. (°F): 78 Ambient Temp. (°F): 81 Yardage (c.y.):
Placement Location: 3 manholes, station 7+00 to station 11+96.05
Remarks:
Ticket #:
Slump (in.j:
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #2
Time Batched: _
Air Content:
Time Sampled:
Unit Weight (pct):
Yardage (c.y.):
Ambient Temp. (°F):
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 04/30/01 7 140620 28.27 4970
B 05/21 /01 28 177700 28.27 6290
C 05/21 /01 28 181230 28.27 6410
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 fhe exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the Wrlften COnSent Of AGG. Results apply only f0 abOVe tests. ALLIANCE GEOT':CHNICAL GROUP