Coppell CC 1B1-LR010914ALLIANCE 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: KOII Center -Coppell Koll Development Company -James Williams
REPORT DATE: 09/14/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-238 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: 08/16/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%):
Concrete Temp (°F): na
95 max Weather:
Supplier/Mix: __Cloudy
Hanson #9349
FIELD DATA SET #1
Ticket #: 816664 Time Batched: 6:25 a.m. Time Sampled: 7:05 a.m.
Slump (in.): 5.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 80 Yardage (c.y.): 10 of 100
Placement Location: Buildin #1 -Slab Leaveout 95' West of the Southeast 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 08/23/01 7 105030 28.27 3720 C
1 B 08/23/01 7 106540 28.27 3770 C
C 09/13/01 28 128030 28.27 4530 D
D 09/13/01 28 128840 28.27 4560 8
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: 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.
ALL CE 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
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Koll Development Company
Koll Center -Coppell
09/14/01
C01-0206-236
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
Strength (psi):
Slump (in.):
Air Content (%):
4000
5 max
3.5 - 6.5
Concrete Temp (°F): 95 max
FIELD DATA SET #2
816595 Time Batched: 5:10 a.m.
7* Air Content: 5.4
87 Ambient Temp. (°F): 83
100' North and 50' East of the Southeast Corner of B
08/15/01
D. Vandergriff
Clear
Hanson #7752
FIELD DATA SET #1
Ticket #: 816584 Time Batched: 4:01 a.m. Time Sampled:
Slump (in.): 6* Air Content: 6.4 Unit Weight (pcf):
4:30 a.m.
na
Conc. Temp. (°F): 87 Ambient Temp. (°F): 82 Yardage (c.y.): 30 of 600
Placement Location: 65' North and 20' East of the Southeast Corner of Builidng #2
Remarks: *Contractor was notified of the slump being out of the project specifications.
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
Time Sampled: 6:00 a.m.
Unit Weight (pcf): na
Yardage (c.y.): 138 of 600
#2
*Contractor was notified of the slump being out of the project 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 08/22/01 7 83390 28.27 2950 D
1 B 08/22/01 7 85990 28.27 3040 D
C 09/12/01 28 115240 28.27 4080 D
D 09I12I01 28 113770 28.27 4020 C
E Discard
A 08/22/01 7 103030 28.27 3640 D
2 B 08/22/01 7 103630 28.27 3670 D
C 09/12/01 28 121870 28.27 4310 D
D 09/12/01 28 122510 28.27 4330 D
E Discard
(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 TAt DANCE 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: 09/14/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-236 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 (%):
Concrete Temp (°F):
4000
5 max
3.5 - 6.5
95 max
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
08/15/01
D. Vandergriff
Clear
FIELD DATA SET #3
Ticket #: 816607 Time Batched: 6:35 a.m. Time Sampled: 7:20 a.m.
Slump (in.): 7' Air Content: 5.7 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 86 Yardage (c.y.): 238 of 600
Placement Location: 175' North and 70' East of the Southeast Corner of Buildin g #2
Remarks: 'Contractor was notified of the slump being out of the project specifications.
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location
Remarks:
FIELD DATA SET #4
850722 Time Batched: 7:40 a.m. Time Sampled: 8:30 a.m.
Hanson #7752
5.00 Air Content: 5.4 Unit Weight (pcf): na
91 Ambient Temp. (°F): 87 Yardage (c.y.): 328 of 600
225' North and 20' East of the Southeast Corner of Building #2
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C37, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/22/01 7 88910 28.27 3150 D
3 B 08/22/01 7 87940 28.27 3110 D
C 09/12/01 28 112520 28.27 3980 C
D 09/12/01 28 121680 28.27 4300 D
E Discard
A 08/22/01 7 125780 28.27 4450 D
4 B 08/22/01 7 119370 28.27 4220 D
C 09/12/01 28 144350 28.27 5110 D
D 09/12/01 28 146060 28.27 5170 C
E Discard
(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 only to above tests.
~i~~~~/
AL IA CE 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: 09/14/01
AGG REPORT #: C01-0206-236
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 - 6.5
Concrete Temp (°F): 95 max
816635
5.50'
FIELD DATA SET #5
Ticket #: 816622 Time Batched: 8:35 a.m. Time Sampled: 9:30 a.m.
Slump (in.): 5.00 Air Content: 4.7 Unit Weight (pcf): na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 90 Yardage (c.y.): 428 of 600
Placement Location: 200' South and 40' East of the Northeast corner of Buildin g #2
Remarks:
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location
4.2
91
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
FIELD DATA SET #6
Time Batched: 10:10 a.m
Air Content:
92 Ambient Temp. (°F): _
100' South and 65' East of the Northeast
Time Sampled:
Unit Weight (pcf):
08/15/01
D. Vandergriff
Clear
Hanson #7752
11:00 a.m.
na
Yardage (c.y.): 536 of 600
Remarks: 'Contractor was notified of the slump being out of the project 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 08/22/01 7 108890 28.27 3850 c
5 B 08122/01 7 112310 28.27 3970 B
C 09/12/01 28 138430 28.27 4900 C
D 09112101 28 132930 28.27 4700 D
E Discard
A 08/22/01 7 129370 28.27 4580 D
6 B 08/22/01 7 127790 28.27 4520 D
C 09/12/01 28 151870 28.27 5370 B
D 09/12/01 28 157810 28.27 5580 C
E Discard
(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. ~~~-2~
This report may not be reproduced except in its entirety, without LIANCE 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
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
Koll Development Company REPORT DISTRIBUTION:
Koll Center -Coppell Koll Development Company -James Williams
09/14/01 Hill & Wilkerson, Inc. -Kirk Woltman
C01-0206-236
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:
Slump (in.): 5 max Sampled By:
Air Content (%): 3.5 - 6.5 Weather:
Concrete Temp (°F): 95 max Supplier/Mix:
08/15/01
D. Vandergriff
Clear
Hanson #7752
FIELD DATA SET #7
Ticket #: 850730 Time Batched: 11:00 a.m. Time Sampled: 12:00 p.m.
Slump (in.): 5.00 Air Content: 4.9 Unit Weight (pcf): na
Conc. Temp. (°F): 94 Ambient Temp. (°F): 96 Yardage (c.y.): 626 of 636
Placement Location: 160' South and 40' East of the Northeast Corner of Buildin g #2
Remarks:
FIELD DATA SET #
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 08/22/01 7 107480 28.27 3800 C
7 B 08/22/01 7 115630 28.27 4090 D
C 09/12/01 28 130990 28.27 4630 D
D 09/12/01 28 135810 28.27 4800 C
E Discard
(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. /~i/~~l~
This report may not be reproduced except in its entirety, without ALA CE GEOTECHNICAL GROUP
the written consent of AGG. Results apply only to above tests.