Coppell CC 1B1-LR010824ALLIANCE 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: 08/24/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-203 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: 07/26/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): na Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 9349
FIELD DATA SET #1
Ticket #: 613366 Time Batched: 7:46 a.m. Time Sampled: 8:30 a.m.
Slump (in.): 5.00 Air Content: na Unit Weight (pct): na
Conc. Temp. (°F): 94 Ambient Temp. (°F): 91 Yardage (c.y.): 10 of 60
Placement Location: Building #2 leaveout 10' W. of NE corner
Remarks:
FIELD DATA SET #2
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pcf):
Conc. Temp. (°F): Ambient Temp. (°F): Yardage (c.y.):
Placement Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/02/01 7 111840 28.27 3960 D
1 B 08/02/01 7 106870 28.27 3780 D
C 08/23/01 28 136460 28.27 4830 D
D 08/23/01 28 142480 28.27 5040 C
E Discard
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: Ct38, C143, C172, C231
Note: This report is for the exclusive use of the Client addressed. ~/t'Y
This report may not be reproduced except in its entirety, without LIANCE GEOTECHNICAL GROUP
the written consent of AGG. Results apply onl to above tests.
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10610 Newkirk Street Suite #202 Dallas, Texas 75220 Phone 972-444-8889 Fax 972-444-8893
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT: Koll Development Company DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company- James Williams
REPORT DATE: 08/28/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-245 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Compaction: 97 Date Tested:
Moisture: -2 to +2 Techniolan:
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
343 ASTM D 698 Gra ish Brown Cla 23.2 99.0
344 AS7M D 698 Dark Brown Cla 23.9 97.5
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1
Final Paving area 90' W. & 25' S. of NW corner of
Buildin #1
343
22.1
99.6
-1.1
100.6
2
Final Paving area 90' W. & 150' S. of NW corner
of Buildin #1
344
21.9
98.4
-2.0
100.9
3
Final Paving area 90' W. & 150' N. of SW corner
of Buildin #1
344
22.7
98.0
-1.2
100.5
4
Final Paving area 90' W. & 25' N. of SW corner of
Buildin #1
343
21.6
99.2
-1.6
100.2
'GOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
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: 08/24/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-200 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
Strength (psi):
Slump (in.):
Air Content (%):
Concrete Temp (°F):
4000
5 max
3.5 to 6.5
95 max
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
07/25/01
D. Vandergriff
Sunny
Potter - 9349
FIELD DATA SET #1
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location
Remarks:
613292
5.00
na Unit Weight (pcf): na
90 Ambient Temp. (°F): 87 Yardage (c.y.): 40 of 400
Paving area 30' north and 10' east of NE corner of building #3
Time Batched:
Air Content:
7:01 a.m. Time Sampled: 7:45 a.m.
FIELD DATA SET #2
Ticket #: 613302 Time Batched: 8:15 a.m. Time Sampled: 8:45 a.m.
Slump (in.): 5.75* Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 88 Yardage (c.y.): 140 of 400
Placement Location: Paving area 30' east and 75' south of NE corner of buildin g #3
Remarks: *Slump exceeds specifications
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/01/01 7 99960 28.27 3540 D
1 B 08101/01 7 94280 28.27 3330 D
C 08/22/01 28 119620 28.27 4230 D
D 08/22/01 28 117840 28.27 4170 D
E Discard
2 A 08/01/01 7 84320 28.27 2980 D
B 08/01 /01 7 85830 28.27 3040 D
C 08/22/01 28 109420 28.27 3870 D
D 08/22/01 28 104800 28.27 3710 C * Does not meet specs.
E 09/19/01 56
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, Ct72, C231
Note: This report is for the exclusive use of the Client addressed. ~ it/~
This report may not be reproduced except in its entirety, without LL NCE GEOTECHNICAL GROUP
the written consent of AGG. Results apply only to above tests.
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: 08/24/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-200 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 Placement Date: 07/25/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 9349
FIELD DATA SET #3
Ticket #: 613313 Time Batched: 9:49 a.m. Time Sampled: 10:15 a.m.
Slump (in.): 6.25* Air Content: 9.5* Unit Weight (pcf): na
Conc. Temp. (°F): 94 Ambient Temp. (°F): 96 Yardage (c.y.): 240 of 400
Placement Location: Paving area 110' south and 90' east of NE corner of building #3
Remarks: *Slump and air content exceeds specifications
FIELD DATA SET #4
Ticket #: No ticket No. Time Batched: 10:50 a.m. Time Sampled: 11:15 a.m.
Slump (in.): 5.25* Air Content: 9.0* Unit Weight (pct): na
Conc. Temp. (°F): 95 Ambient Temp. (°F): 99 Yardage (c.y.): 340 of 400
Placement Location: Paving area 100' south and 25' east of NE corner of building #3
Remarks: *Slump and air content exceeds specifications
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/01/01 7 72520 28.27 2570 D
3 B 08/01/01 7 72340 28.27 2560 D
C 08/22/01 28 83960 28.27 2970 D *
D 08/22/01 28 80830 28.27 2860 C * Does not meet specs.
E 09/19/01 56
4 A 08/01 /01 7 76000 28.27 2690 D
B 08/01 /01 7 72730 28.27 2570 D
C 08/22/01 28 99450 28.27 3520 D
D 08/22/01 28 91760 28.27 3250 D * Does not meet specs.
E 09/19/01 56
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(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 onl to above tests.
AL-~EOTECHNICAL 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: 08/24/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-200 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 Placement Date: 07/25/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 9349
FIELD DATA SET #5
Ticket#: 613333 Time Batched: 11:49 a.m. Time Sampled: 12:30 p.m.
Slump (in.): 4.75 Air Content: 6.5 Unit Weight (pcf): na
Conc. Temp. (°F): 97' Ambient Temp. (°F): 101 Yardage (c.y.): 440 of 500
Placement Location: Paving area 210' south and 40' east of NE corner of building #3
Remarks: `Temperature exceeds specifications
FIELD DATA SET #6
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pcf):
Conc. Temp. (°F): Ambient Temp. (°F): Yardage (c.y.):
Placement Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C3'I, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/01/01 7 104310 28.27 3690 B
5 B 08/01 /01 7 103030 28.27 3640 D
C 08/22/01 28 134770 28.27 4770 D
D 08/22/01 28 139440 28.27 4930 D
E Discard
6
(t) NORMAL CYLINDER SIZE 6' X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(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 AL IA CE GEOTECHNICAL GROUP
the written consent of AGG. Results apply only to above tests.