Coppell CC 1B1-LR010918ALLIANCE 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: 09/18/01 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
Strength (psi): 4000 Placement Date: 08/20/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (°io): 3.5 to 6.5 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 (pct): na
Conc. Temp. (°F): 89 Ambient Temp. (°F): 84 Yardage (c.y.): 68 01:650
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, e
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 (pcf): 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 08/27(01 7 125000 28.27 4420 D
1 B 08/27/01 7 122330 28.27 4330 D
C 09/17/01 28 150940 28.27 5340 D
D 09/17/01 28 146300 28.27 5180 B
E
Discard _
A 08/27/01 7 128740 28.27 4550 C
2 B 08/27/01 7 125110 28.27 4430 D
C 09/17/01 28 160380 28.27 5670 C
D 09/17/01 28 155010 28.27 5480 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, v~ithout AL NC 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
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 09/18/01 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
Strength (psi): 4000
Slump (in.): 5 max
Air Content (%): 3.5 to 6.5
Concrete Temp (°F): 95 max
PROJECT DATA
Placement Date: 08/20/01
Sampled By: D. Vandergriff
Weather: Clear
Supplier/Mix: Hanson - 7752
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #3
816817 Time Batched: 6:15 a.m. Time Sampled: 7:15 a.m.
5.50" Air Content: 2.7• Unit Weight (pct]: na
90 Ambient Temp. (°F): 86 Yardage (c.y.): 244 of 650
Pavin Area: 190' South and 25' West of the Northwest Corner of Building #1. _ _
'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 (pcf): 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
CYLfNDERS 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 OS/27/01 7 120470 28.27 4260 D
3 B 08/27/01 7 122650 28.27 4340 D
C 09/17/01 28 139180 28.27 4920 B
D 09/17/01 28 147690 28.27 5220 C _
E Discard
A 08/27/01 7 120230 28.27 4250 D
4 B 08/27/01 7 120950 28.27 4280 C
C 09/17/01 28 144880 28.27 5120 D
D 09/17/01 28 146980 28.27 5200 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 LLIANCE 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: 09/18/01 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: 08/20/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content {%): 3.5 to 6.5 Weather: Clear
Concrete Temp (°F): 95 max SupplierlMix: 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 (pcf): na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 92 Yardage (c.y,): A44 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 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 08/27/01 7 113810 28.27 4030 D
5 B 08/27/01 7 112090 28.27 3960 D
C 09/17/01 28 134920 28.27 4770 B
D 09/17/01 28 135260 28.27 4780 D
E Discard -
A 08/27/01 7 99400 28.27 3520 C
6 B 08/27/01 7 104910 28.27 3710 D
C 09!17!01 28 117120 28.27 4140 C
D 09/17/01 28 121510 28.27 4300 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. / ~i~
This report may not be reproduced except in its entirety, without A I E GEOTECHNICAL GROUP
the written consent of AGG. Results app! onl to above tests.