Coppell CC 1B1-LR010829ALLIANCE 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!29/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-209 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppeil -Larry Davis
SPECI FICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 07/30/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Hanson - 7752
FIELD DATA SET #1
Ticket #: 907611 Time Batched: 6:41 a.m. Time Sampled: 7:30 a.m.
Slump (in.): 4.50 Air Content: 6,5 Unit Weight (pcf): na
Conc. Temp. (°F): 92 Ambient Temp. (°F): 87 Yardage (c.y.): 40 of 650
Placement Location: Paving Area 200' North and 50' East of the Southeast Corner of Buildinq #3
Remarks:
FIELD DATA SET #2
Ticket #: 907627 Time Batched: 8:20 a.m. Time Sampled: 9:05 a.m.
Slump (in.):
Conc. Temp. (°F): 6.0'
92 Air Content: 7.5' Unit Weight (pcf):
Ambient Temp. (°F): 89 Yardage (c.y.): na
136 of 650
Placement Location: Paving Area 170' North and 75' East of the Southeast Corner of Buildin #3
Remarks: 'Slump and air content exceeds specifications
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
nder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC
A 08/06/01 7 92450 28.27 3270 D
B 08/06/01 7 91870 28.27 3250 C
C 08/27/01 28 116560 28.27 4120 B
D 08/27/01 28 117020 28.27 4140 D
E Hold
A 08/06/01 7 88340 28.27 3120 D
B 08/06/01 7 91410 28.27 3230 D
C 08/27/01 28 112630 28.27 3980 D
D 08/27/01 28 114690 28.27 4060 D
E Hold
(~) NVKMAL 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 A LIANCE GEOTECHNICAL GROUP
the written consent of AGG. Results a pl onl 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: 08/29/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-209 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
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
07/30/01
D. Vandergriff
Sunny
Hanson - 7752
Concrete Temp (°F): 95 max
FIELD DATA SET #3
Ticket #: 907636 Time Batched: 9:30 a.m. Time Sampled: 10:15 a.m.
Slump (in.): 6.25* Air Content: 3.5 Unit Weight (pcf): na
Conc. Temp. (°F): 93 Ambient Temp. (°F): 94 Yardage (c.y.): 226 of 650
Placement Location: Paving Area 125' North and 10' East of the Southeast Corner of Building #3
Remarks: *Slump was out of project specifications.
FIELD DATA SET #4
Ticket #: 807331 Time Batched: 10:24 a.m. Time Sampled: 11:40 a.m.
Slump (in.): 5.00 Air Content: 3.7 Unit Weight (pcf): na
Conc. Temp. (°F): 95 Ambient Temp. (°F): 97 Yardage (c.y.): 334 of 650
Placement Location: Paving Area 25' North and 40' East of the Northwest Corner of Building #2
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 08/06/01 7 88030 28.27 3110 D
3 B 08/06/01 7 87810 28.27 3110 D
C 08/27/01 28 112580 28.27 3980 D
D 08/27/01 28 114700 28.27 4060 C
E Discard
A 08/06/01 7 91480 28.27 3240 D
4 B 08/06/01 7 83840 28.27 2970 D
C 08/27/01 28 112610 28.27 3980 D
D 08/27/01 28 115660 28.27 4090 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 LL ANCE 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: 08/29/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-209 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: 07/30/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Hanson - 7752
FIELD DATA SET #5
Ticket #: 798074 Time Batched: 1:00 p.m. Time Sampled: 2:00 p.m.
Slump (in.): 5.00 Air Content: 3.6 Unit Weight (pcf): na
Conc. Temp. (°F): 96* Ambient Temp. (°F): 102 Yardage (c.y.): 432 of 650
Placement Location: Paving Area 50' North and 10' West of the Northeast Corner of Building #2
Remarks: *Temperature exceeds specifications -concrete pour stop ped at 472 c.y.
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
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/06/01 7 101060 28.27 3570 B
5 B 08/06/01 7 104260 28.27 3690 D
C 08/27/01 28 132050 28.27 4670 C
D 08/27/01 28 128450 28.27 4540 D
E Hold
(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 AL IANCE 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
PROJECT: Koll Center -Coppell
REPORT DATE: 08/29/01
AGG REPORT#: C01-0206-211
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): 4000
Slump (in.): 5 max
Air Content (%): na
Concrete Temp (°F): ' 95 max
FIELD DATA SET #1
Time Batched: 6:54 a.m.
Ticket #: 613484
Slump (in.): 5.5*
Air Content: na
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
Time Sampled:
Unit Weight (pct):
Yardage (c.y.):
07/31 /01
D. Vandergriff
Sunny
Potter - 9349
7:30 a.m.
na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 89
Placement Location: Building #2 slab leaveout 100' east od NW corner
Remarks:
10
FIELD DATA SET #2
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pcfJ:
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 08/07/01 7 109220 28.27 3860 D
1 B 08/07/01 7 102170 28.27 3610 D
C 08/28/01 28 143900 28.27 5090 D
D 08/28/01 28 141090 28.27 4990 D
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 L IANCE GEOTECHNICAL GROUP
the written consent of AGG. Results apply onl 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: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 8/29/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-240 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
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
Placement Date: 8/20/01
Sampled By: D. Vandergriff
Weather: Clear
Concrete Temp (°F): 95 max Supplier/Mix: Hanson - 7752
FIELD DATA SET #1
Ticket #: 816799 Time Batched: 4:15 a.m. Time Sampled: 5:00 a.m.
Slump (in.): 6.25* Air Content: 6.3 Unit Weight (pcf): na
Conc. Temp. (°F): 89 Ambient Temp. (°F): 84 Yardage (c.y.): 68 of 650
Placement Location: Paving Area: 60' South and 20' West of the Northwest Corner of Building #1
Remarks: 'Contractor was notified of the slump being out of the project specifications.
FIELD DATA SET #2
Ticket #: 816807 Time Batched: 5:02 a.m. Time Sampled: 5:45 a.m.
Slump (in.): 5.50* Air Content: 5.8 Unit Weight (pct): na
Conc. Temp. (°F): 89 Ambient Temp. (°F): 85 Yardage (c.y.): 146 of 650
Placement Location: Paving Area: 100' South and 40' West of the Northwest Corner of Building #1
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 8/27/01 7 125000 28.27 4420 D
1 B 8/27/01 7 122330 28.27 4330 D
C 9/17/01 28 28.27
D 9/17/01 28 28.27
E Hold
A 8/27/01 7 128740 28.27 4550 C
2 B 8/27/01 7 125110 28.27 4430 D
C 9/17/01 28 28.27
D 9/17/01 28 28.27
E Hold
(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 appl only to above tests.
/ N%"
-~ LIANCE 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: 8/29/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-240 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 to 6.5 Weather:
Concrete Temp (°F): 95 max Supplier/Mix:
8/20/01
D. Vandergriff
Clear
Hanson - 7752
FIELD DATA SET #3
Ticket #: 816817 Time Batched: 6:15 a.m. Time Sampled: 7:15 a.m.
Slump (in.): 5.50* Air Content: 2.7* Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 86 Yardage (c.y.): 244 of 650
Placement Location: Paving Area: 190' South and 25' West of the Northwest Corner of Building #1.
Remarks: *Contractor was notified of the slump and air being out of the project specifications.
FIELD DATA SET #4
Ticket #: 816827 Time Batched: 7:21 a.m. Time Sampled: 8:15 a.m.
Slump (in.): 5.00 Air Content: 3.7 Unit Weight (pct]: na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 90 Yardage (c.y.): 344 of 650
Placement Location: Paving Area: 200' North and 60' West of the Southwest Corner of Building #1
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 8/27/01 7 120470 28.27 4260 D
3 B 8/27/01 7 122650 28.27 4340 D
C 9/17/01 28 28.27
D 9/17/01 28 28.27
E Hold
A 8/27/01 7 120230 28.27 4250 D
4 B 8/27/01 7 120950 28.27 4280 C
C 9/17/01 28 28.27
D 9/17/01 28 28.27
E Hold
(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.
/~Li~
A IANCE 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 -Cop pell Koll Development Company -James Williams
REPORT DATE: 8/29/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-240 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: 8/20/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Clear
Concrete Temp (°F): 95 max Supplier/Mix: Hanson - 7752
FIELD DATA SET #5
Ticket #: 936081 Time Batched: 8:30 a.m. Time Sampled: 9:20 a.m.
Slump (in.): 5.00 Air Content: 3.7 Unit Weight (pct: na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 92 Yardage (c.y.): 444 of 650
Placement Location: Paving Area: 140' North and 30' West of the Southwest Corner of Building #1
Remarks:
FIELD DATA SET #6
Ticket #: 816849 Time Batched: 9:15 a.m. Time Sampled: 10:15 a.m.
Slump (in.): 4.75 Air Content: 4.2 Unit Weight (pcf): na
Conc. Temp. (°F): 92 Ambient Temp. (°F): 93 Yardage (c.y.): 542 of 650
Placement Location: Paving Area: 70' North and 50' West of the Southwest Corner of Building #1
Remarks:
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 8/27/01 7 113810 28.27 4030 D
5 B 8/27/01 7 112090 28.27 3960 D
C 9/17/01 28 28.27
D 9/17/01 28 28.27
E Hold
A 8/27/01 7 99400 28.27 3520 C
6 B 8/27/01 7 104910 28.27 3710 D
C 9/17/01 28 28.27
D 9/17/01 28 28.27
E Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, 6=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 LLIANCE GEOTECHNICAL GROUP
the written consent of AGG. Results apply onl 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
Koll Center -Coppell
08/28/01
C01-0206-207
Strength (psi):
Slump (in.):
Air Content (%):
Concrete Temp (°F):
3000
5 max
na
95 max
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
DATA
07/27/01
D. Vandergriff
Sunny
Hanson - 9337
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location
Remarks:
FIELD DATA SET #1
937203 Time Batched: 11:20 a.m. Time Sampled: 12:00 p.m.
4.50 Air Content: na Unit Weight (pcf): na
94 Ambient Temp. (°F): 96 Yardage (c.y.): 20
Light poles on east side of building #1 _
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
(Steel inspection handled by contractor)
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #2
Time Batched: Time Sampled:
Air Content: Unit Weight (pct):
Ambient Temp. (°F): Yardage (c.y.):
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 08/03/01 7 93510 28.27 3310 D
1 B 08/03/01 7 90210 28.27 3190 D
C 08/24/01 28 125970 28.27 4460 D
D 08/24/01 28 128970 28.27 4560 C
E Discard
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, 6=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 L IANCE GEOTECHNICAL GROUP
the written consent of AGG. Results apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING AND ENGINEERING
10610 Newkirk, Suite #202, Dallas, Texas 75220 Phone #972-444-8889 Fax #972-444-8893
REINFORCING STEEL OBSERVATION REPORT
CLIENT: Koll Development Company
PROJECT: Koll Center -Coppell
REPORT DATE: 08/28/01
AGG REPORT #: C01-0206-246
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
TECHNICIAN: Duane Vandergriff
WEATHER: Cloudy
DATE: 08/25/01
AREAS OBSERVED:
Paving area -fire lane between bldg #1 and #2 from NW corner of bldg #1 to SW corner of bldg #1
OBSERVATION CHECK LIST:
SIZE: X
COVER: X
SPLICE LENGTH: X
CLEANLINESS: X
PROPERLY TIED: X
CLEANLINESS OF FORM WORK: X
PROPER SUPPORT: X
REFERENCE DRAWING:
REMARKS:
All reinforcing steel appears to comply with project specifications
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. Z-ALLIANCE GEOTECHNICAL GROUP