Coppell CC 1B1-LR010621 ALLIANCE GEOTECHNICAL .OUP
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
06/21/01
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
Strength (psi): 4000
Slump (in.): 3 - 5
Air Content (%): na
Concrete Temp (°F): 55 - 90
PROJECT DATA
Placement Date: 05/22/01
Sampled By: J. Espinoza
Weather: Clear
Supplier/Mix: Hanson - 9349
FIELD DATA SET #1
Ticket #: 809999 Time Batched:
Slump (in.): 4.00 Air Content:
Conc. Temp. (°F): 71 Ambient Temp. (°F):
Placement Location: N.W. corner of Building #2
Remarks: 10 ~lallons of water added per pump
6:41 a.m. Time Sampled: 7:45 a.m.
na Unit Weight (pcf): na
73 Yardage (c.y.): 100
FIELD DATA SET #2
Ticket #: 684224 Time Batched:
Slump (in.): 4.50 Air Content:
Conc. Temp. (°F): 71 Ambient Temp. (°F):
Placement Location: 80' S of N.W. Corner of Buildincj #2
Remarks: 10 9allons of water added per pump
8:20 a.m. Time Sampled: 9:00 a.m.
na Unit Weight (pcf): na
76 Yardage (c.y.): 200
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # Cylinder# Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi) FC Notes
1 A 05/29/01 7 96910 28.27 3430
B 05/29/01 7 101560 28.27 3590
C 06/19/01 28 134170 28.27 4750
D 06/19/01 28 134050 28.27 4740
E Discard
A 05/29/01 7 101030 28.27 3570
2 B 05/29/01 7 103920 28.27 3680
C 06/19/01 28 139270 28.27 4930
D 06/19/01 28 143300 28.27 5070
E Discard
(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~ OUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Koll Development Company
Koll Center- Coppell
06/21/01
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
Strength (psi): 4000
Slump (in.): 3 - 5
Air Content (%): na
Concrete Temp (°F): 55 - 90
PROJECT DATA
Placement Date: 05/22/01
Sampled By: J. Espinoza
Weather: Clear
Supplier/Mix: Hanson - 9349
FIELD DATA SET #5
Ticket#: 684247 Time Batched: 12:51 p.m.
Slump (in.): 5.00 Air Content: na
Conc. Temp. (°F): 75 Ambient Temp. (°F): 79
Placement Location: SW corner of buildin~l #2
Remarks: 10 ~lals water added per pump
Time Sampled: 1:00 p.m.
Unit Weight (pcf): na
Yardage (c.y.): 499
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
FIELD DATA SET #6
684259 Time Batched: 1:55 p.m.
5.00 Air Content: na
79 Ambient Temp. (°F): 79
15' NW corner of building 2
Time Sampled: 2:15 p.m.
Unit Weight (pcf): na
Yardage (c.y.): 599
Remarks: 15 gals water added per pump
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # Cylinder# Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi) 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 144430 28.27 5110
D 06/19/01 28 141740 28.27 5010
E Discard
A 05/29/01 7 94220 28.27 3330
6 B 05/29/01 7 97130 28.27 3440
C 06/19/01 28 138940 28.27 4910
D 06/19/01 28 133940 28.27 4740
E Discard
(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
INote: 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 ,'OUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Koll Development Company
Koll Center - Coppell
06/21/01
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
Strength (psi): 4000
Slump (in.): 3 - 5
Air Content (%): na
Concrete Temp (°F): 55 - 90
PROJECT DATA
Placement Date: 05/22/01
Sampled By: J. Espinoza
Weather: Clear
Supplier/Mix: Hanson - 9349
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #3
684230 Time Batched:
4.00 Air Content:
73 Ambient Temp. (°F):
150' of S of N.W. Corner of Building #2
10 gallons water added per pump
9:25 a.m.
na
Time Sampled: 10:15 a.m.
Unit Weight (pcf): na
Yardage (c.y.): 300
FIELD DATA SET ~4
Ticket#: 805543 Time Batched: 12:01 p.m.
Slump (in.): 4.75 Air Content: na
Conc. Temp. (°F): 75 Ambient Temp. (°F): 79
Placement Location: 140' N of S.W. Corner of Building #2
Time Sampled: 12:15 p.m.
Unit Weight (pcf): na
Yardage (c.y.): 400
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 # Cylinder # Test Date Aye (Days) Max. Load (lbs) Area (sq. in.) Strencjth (psi) FC! Notes
3 A 05/29/01 7 90840 28.27 3210
B 05/29/01 7 94300 28.27 3340
C 06/19/01 28 134250 28.27 4750
D 06/19/01 28 135480 28.27 4790
E Discard
A 05/29/01 7 120840 28.27 4270
4 B 05/29/01 7 106400 28.27 3760
C 06/19/01 28 163590 28.27 5790
D 06/19/01 28 165730 28.27 5860
E Discard
(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