Coppell CC 1B1-LR010702ALLIANCE 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: 7/2/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-147 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECI FICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 6/20/01
Slump (in.): 5 max Sampled By: Duane Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter #7752
FIELD DATA SET #1
Ticket #: 611989 Time Batched: 6:48 a.m. Time Sampled: 7:30 a.m.
Slump (in.): 5.00 Air Content: 7.5 Unit Weight (pcf): n/a
Conc. Temp. (°F): 86 Ambient Temp. (°F): 76 Yardage (c.y.): 30 of 700
Placement Location: Paving Area West of Building #2 50' S and 50' W of NW Corner
Remarks: Had batch plant reduce air. Re-cheked on truck #8.
FIELD DATA SET #2
Ticket #: 612000 Time Batched: 8:16 a.m. Time Sampled: 9:00 a.m.
Slump (in.): 5.00 Air Content: 5.0 Unit Weight (pcf): na
Conc. Temp. (°F): 89 Ambient Temp. (°F): 83 Yardage (c.y.): 140 of 700
Placement Location: 150' S and 50' W of NW Corner of Buil ding #2
Remarks:
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
A 6/27/01 7 85240 28.27 3020
1 B 6/27/01 7 85620 28.27 3030
C 7/18/01 28 28.27
D 7/18/01 28 28.27
E Hold
A 6/27/01 7 97500 28.27 3450
2 B 6/27/01 7 96530 28.27 3410
C 7/18/01 28 28.27
D 7/18/01 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: Koll Development Company
PROJECT: Koll Center -Coppell
REPORT DATE: 07/02/01
AGGREPORT#: C01-0206-147
REPORT DISTRIBUTION:
Koll Development Company -James Williams
Hill & Wilkerson, Inc. -Kirk Woltman
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis -
SPECIFICATIONS PROJECT DATA
Strength (psi):
Slump (in.):
Air Content (%):
4000
5 max
3.5 to 6.5
Concrete Temp (°F): 95 max
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
06/20/01
Duane Vandergriff
Sunny
Potter#7752
Ticket #: 612010
Slump (in.): 5.5*
FIELD DATA SET #3
Time Batched: 9:20 a.m.
Air Content: 4.5
Conc. Temp. (°F): 89 Ambient Temp. (°F): 87
Placement Location: Paving Area West of Building #2 230' S and 50' W of the
Remarks
out
FIELD DATA SET #4
Ticket #: 612020 Time Batched: 10:58 a.m. Time Sampled: 11:30 a.m.
Slump (in.): 4.50 Air Content: 4.8 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 90 Yardage (c.y.): 340 Of 700
Placement Location: 270' S and 30' W of the NW Corner of Building #2
Remarks: -
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
A 06/27/01 7 78830 28.27 2790
3 B 06/27/01 7 79840 28.27 2820
C 07/18/01 28 28.27
D 07/18/01 28 28.27
E Hold
A 06/27/01 7 89840 28.27 3180
4 B 06/27/01 7 92580 28.27 3270
C 07/18/01 28 28.27
D 07/18/01 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. ~~/J~~/~~~,',~/~
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 ~i i~ G r ~".
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
Time Sampled: 10:00 a.m.
Unit Weight (pct: na
Yardage (c.y.): 240 of 700
NW
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: 07/02/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-147 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis -
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000
Slump (in.): 5 max
Air Content (%): 3.5 to 6.5
Concrete Temp (°F): 95 max
Placement Date: 06/20/01
Sampled By: Duane Vandergriff
Weather: Sunny
Supplier/Mix: Potter #7752
FIELD DATA SET #5
Ticket #: 612033 Time Batched: 12:22 p.m. Time Sampled: 1:00 p.m.
Slump (in.): 6.0' Air Content: 5.5 Unit Weight (pcf): na
Conc. Temp. (°F): 93 Ambient Temp. (°F): 95 Yardage (c.y.): 440 of 700
Placement Location: Paving Area West of Building #2 68' N and 60' W of the SW Corner
Remarks: Slump out of project specifications.
FIELD DATA SET #6
Ticket #: 612044 Time Batched: 2:11 p.m. Time Sampled: 2:45 p.m.
Slump (in.): 5.00 Air Content: 5.2 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 95 Yardage (c.y.): 540 of 700
Placement Location: 10' N of 60' W of SW Corner of Building #2
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C37, TESTED PER ASTM C39, CAPPED PER ASTM C677
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 06/27/01 7 83780 28.27 2960 _
5 B 06/27/01 7 80410 28.27 2840
C 07/18/01 28 28.27
D 07/18/01 28 28.27
E Hold
A 06/27/01 7 85210 28.27 3010
6 B 06/27/01 7 85660 28.27 3030
C 07/18/01 28 28.27
D 07/18/01 28 28.27
E Hold
(1) NORMAL CYLINDER SIZE 6" X 12", ARFA 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 Cfient addressed.
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results appl onl 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: Koll Development Company
PROJECT: Koll Center -Coppell
REPORT DATE: 07/02/01
AGG REPORT #: C01-0206-151
REPORT DISTRIBUTION:
Koll Development Company -James Williams
Hill & Wilkerson, Inc. -Kirk Woltman
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone _
City of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4200 Placement Date:
Slump (in.): 3 max Sampled By:
Air Content (%): 4 - 6 Weather:
Concrete Temp (°F): 95 Supplier/Mix:
06/21 /01
Duane Vandergriff
Cloudy
Lattimore - 42
FIELD DATA SET #1
Ticket #: 103060 Time Batched: 3:30 p.m. Time Sampled: 4:45 p.m.
Slump (in.): 3.00 Air Content: 4.2 Unit Weight (pcf): n/a
Conc. Temp. (°F): 90 Ambient Temp. (°F): 87 Yardage (c.y.): 45
Placement Location: Repair inlet top 95' S. of SE corner of building #2
Remarks:
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #
Time Batched: _
Air Content: _
Ambient Temp. (°F):
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
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
A 06/28/01 7 119550 28.27 4230
1 B 07/19/01 28 28.27
C 07/19/01 28 28.27
D Hold 28.27
(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 appl onl 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: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koli Development Company -James Williams
REPORT DATE: 07/02/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-148 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone _
City of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4200 Placement Date: 06/20/01
Slump (in.): 3 max Sampled By: Duane Vandergriff
Air Content (%): 4 - 6 Weather: Sunny
Concrete Temp (°F): 95 Supplier/Mix: Lattimore - 42
FIELD DATA SET #1
Ticket #: 102971 Time Batched: 3:41 p.m. Time Sampled: 4:30 p.m.
Slump (in.): 3.00 Air Content: 5.2 Unit Weight (pcf): n/a
Conc. Temp. (°F): 90 Ambient Temp. (°F): 96 Yardage (c.y.): 6
Placement Location: Box culvert 100' E. and 20' N. of NE corner of building #1
Remarks:
FIELD DATA SET #
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pct:
Conc. Temp. (°F): Ambient Temp. (°F): Yardage (c.y.):
Placement Location:
Remarks: -
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
A 06/27/01 7 115460 28.27 4080
1 B 07/18/01 28 28.27
C 07/18/01 28 28.27
D Hold 28.27
(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, C23t
Note: This report is for the exclusive use of the Client addressed. 7~/~11{JCI~--'/.
This report may not be reproduced except in its entirety, without -
the written consent of AGG. Results apply onl to above tests. ALLIANCE GEOTECHNICAL GROUP