Coppell CC 1B1-LR010817ALLIANCE 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: 08/17/01
AGG REPORT #: 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 (%):
Concrete Temp (°F):
4000
5 max
3.5 to 6.5
95 max
Placement Date: 06/20/01
Sampled By: Duane Vandergriff
Weather: Sunny
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 Weighl(pcf): n/a
Conc. Temp. (°F): B6 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: 'Air content exceeds specifications -Had batch plant reduce air. Re-checked 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 (pcf7: 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 Building #2
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31 AND TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in, Stren th si F Notes
A 06/27/01 7 85240 28.27 3020
1 B 06/27/01 7 85620 28.27 3030
C 07/18101 28 97830 28.27 3460 D
D 07/18/01 28 100340 28.27 3550 A * Does not meet specs.
E 08/15/01 56 107610 28.27 3810 C
A 06/27/01 7 97500 28.27 3450
2 B 06/27/01 7 96530 28.27 3410
C 07/18/01 28 114220 28.27 4040 B
D 07/18/01 28 115100 28.27 4070 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.
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: 08/17/01
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: 06/20/01
Sampled By: Duane Vandergriff
Weather: Sunny
Supplier/Mix: Potter #7752
FIELD DATA SET #3
Ticket #: 612010 Time Batched: 9:20 a.m. Time Sampled: 10:00 a.m.
Slump (in.): 5.5* Air Content: 4.5 Unit Weight {pcf): na
Conc. Temp. (°F): 89 Ambient Temp. (°F): 87 Yardage (c.y.): 240 of 700
Placement Location: Paving Area West of Building #2 230' S and 50' W of the NW Corner _ _ _ _
Remarks: *Slump exceeds sp ecifications
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 (pcfj: 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 C3i AND TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in, Stren th si F 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 98920 28.27 3500 C
D 07/18/01 28 98910 28.27 3500 D * Does not meet specs.
E 08/15/01 56 107180 28.27 3790 C
A 06/27/01 7 89840 28.27 3180
4 B 06/27/01 7 92580 28.27 3270
C 07/18/01 28 107390 28.27 3800 C *
D 07/18/01 28 109120 28.27 3860 D * Does not meet specs.
E 08/15/01 56 114250 28.27 4040 C
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 26.27 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, C237 ~~~~
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: Kolf Center - Coppel(
REPORT DATE: 08/17/01
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 - Larrv Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 06/20/01
Slump (in.): 5 max Sampled By: Duane Vander riff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max 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 th e SW Corner
Remarks: *Slump exceeds s pecifications
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 C31 AND TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si F 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 95990 28.27 3400 D *
D 07118/01 28 101050 28.27 3570 B * Daes not meet specs.
E 08/15/01 56 104630 28.27 3700 C
A 06/27/01 7 85210 28.27 3010
6 B 06/27/01 7 85660 28.27 3030
C 07/18/01 28 102970 28.27 3640 D *
D 07/18/01 28 106340 28.27 3760 B * Does not meet specs.
E 08/15/01 56 110820 28.27 3920 C *
(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 tN NOTES. ~'/~~~~"~J
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231 ~~//f!~
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproducetl except in its entirety, without
the written consent of AGG. Results apply only to above tests. ALLIANCE GEOTECHNICAL GROUP