Coppell CC 1B1-LR010601ALLIANCE 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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
6/1/01
C01-0206-093
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 (%):
Concrete Temp (°F):
4000
3-5
na
55 - 90
Placement Date: 5/22/01
Sampled By: J. Espinoza
weather: Clear
Supplier/Mix: Hanson - 9349
FIELD DATA SET #1
Ticket #: 809999
Slump (in.): 4.00
Conc. Temp. (°F): 71
Time Batched: 6:41 a.m.
Air Content: na
Ambient Temp. (°F): 73
Placement Location: N.W. corner of Building #2
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
7:45 a.m.
na
100
Remarks: 10 gallons of water added per pump
FIELD DATA SET #2
Ticket #: 684224 Time Batched: 8:20 a.m. Time Sampled: 9:00 a.m.
Slump (in.): 4.50 Air Content: na Unit Weight (pcf): na
Canc. Temp. (°F): 71 Ambient Temp. (°F): 76 Yardage (c.y.): 200
Placement Location: 80' S of N.W. Corner of Building #2
Remarks: 10 gallons of water added per pump
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 5/29/01 7 96910 28.27 3430
B 5/29/01 7 101560 28.27 3590
C 6/19/01 28 28.27
D 6/19/01 28 28.27
E Hold
A 5/29/01 7 101030 28.27 3570
2 B 5/29/01 7 103920 28.27 3680
C 6/19/01 28 28.27
D 6/19/01 28 28.27
E Hold
(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. ~/
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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
6/1/01
C01-0206-093
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 (%):
4000
3-5
na
Concrete Temp (°F): 55 - 90
Placement Date: 5/22/01
Sampled By: J. Espinoza
Weather: Clear
Supplier/Mix: Hanson - 9349
FIELD DATA SET #3
Ticket #: 684230 Time Batched: 9:25 a.m. Time Sampled: 10:15 a.m.
Slump (in.): 4.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 73 Ambient Temp. (°F): 79 Yardage (c.y.): 300
Placement Location: 150' of S of N.W. Corner of Building #2
Remarks: 10 gallons water added per pump
FIELD DATA SET #4
Ticket #: 805543
Slump (in.): 4.75
Conc. Temp. (°F): 75
Placement Location: 140' N of S.W.
Remarks: 10 gallons of v
Time Sampled: 12:15 p.m.
Unit Weight (pcf): na
Yardage (c.y.): 400
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
3 A 5/29/01 7 90840 28.27 3210
B 5/29/01 7 94300 28.27 3340
C 6/19/01 28 28.27
D 6/19/01 28 28.27
E Hold
A 5/29/01 7 120840 28.27 4270
4 B 5/29/01 7 106400 28.27 3760
C 6/19/01 28 28.27
D 6/19/01 28 28.27
E Hold
(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.
Time Batched: 12:01 p.m.
Air Content: na
Ambient Temp. (°F): 79
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: 06/01/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-093 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 (%):
Concrete Temp (°F):
4000
na
55 - 90
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
05/22/01
J. Espinoza
Clear
Hanson - 9349
FIELD DATA SET #5
Ticket #: 684247 Time Batched: _ 12:51 p.m. Time Sampled: 1:00 p.m.
Stump (in.): 5.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 75 Ambient Temp. (°F): 79 Yardage (c.y.): 499
Placement Location: SW corner of building #2
Remarks: 10 gals water added per pump
FIELD DATA SET #6
Ticket #: 684259 Time Batched: 1:55 p.m. Time Sampled: 2:15 p.m.
Slump (in.): 5.00 Air Content: na ,Unit Weight (pcf): na
Conc. Temp. (°F): 79 Ambient Temp. (°F): 79 Yardage (c.y.): 599
Placement Location: 15' NW Corner of buildin 2
Remarks: 15 gals water added Der Dumb
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
5 A 05/29/01 7 99960 28.27 3540
B 05/29/01 7 108320 28.27 3830
C 06/19/01 28 28.27
D 06/19/01 28 28.27
E Hold
A 05/29/01 7 94220 28.27 3330
6 B 05/29/01 7 97130 28.27 3440
C 06/19/01 28 28.27
D 06/19/01 28 28.27
E Hold
(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: C136, C143, C772, 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