Coppell CC 1B1-LR010712ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10810 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: 07/12/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-138 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 06/12/01
Slump (in.): 5 max Sampled By: Duane Vandergriff
Air Content (%): 3.5 - 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Hanson #9349
FIELD DATA SET #1
Ticket #: 848725 Time Batched: 6:30 a.m. Time Sampled: 7:45 a.m.
Slump (in.): 4.50 Air Content: 5.5 Unit Weight (pc17: n/a
Conc. Temp. (°F): 90 Ambient Temp. (°F): 79 Yardage (c.y.): 40
Placement Location: Paving west side of bldg #3 - 50' N. a nd 50' W. of SW corner
Remarks:
FIELD DATA SET #2
Ticket #: 862585 Time Batched: 8:40 a.m. Time Sampled: 9:45 a.m.
Slump (in.): 5.00 Air Content: 5.5 Unit Weight (pcf): na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 79 Yardage (c.y.): 140
Placement Location: Paving west side of bldg #2 - 20' N. and 50' W. of NW corner
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C677
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 06/19/01 7 114130 28.27 4040
1 B 06/19/01 7 111040 28.27 3930
C 07/10/01 28 140101 28.27 4960
D 07/10/01 28 138130 28.27 4890
E Discard
A 06/19/01 7 73410 28.27 2600
2 B 06/19/01 7 77060 28.27 2730
C 07/10/01 28 88230 28.27 3120 *
D 07/10/01 28 87670 28.27 3100 * *Does not meet specs.
E 08/07/01 56
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(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. ~~
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results appl 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: 07/12/01
AGG REPORT #: C01-0206-138
REPORT DISTRIBUTION:
Koll Development Company -James Williams
Hill & Wilkerson, Inc. -Kirk Woltman
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 06/12/01
Slump (in.): 5 max Sampled By: Duane Vandergriff
Air Content (%): 3.5 - 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Hanson #9349
FIELD DATA SET #3
Ticket #: Time Batched: 12:30 p.m. Time Sampled: 1:30 p.m.
Slump (in.): 5.00 Air Content: na Unit Weight (pcf): n/a
Conc. Temp. (°F): 91 Ambient Temp. (°F): 91 Yardage (c.y.): 10
Placement Location: Building #1 slab at N. end A-C, 0-1.5
Remarks:
FIELD DATA SET #4
Ticket #: 727532 Time Batched: 3:00 p.m. Time Sampled: 4:15 p.m.
Slump (in.): 4.00 Air Content: 5.0 Unit Weight (pcf): na
Conc. Temp. (°F): 93 Ambient Temp. (°F): 93 Yardage (c.y.): 5
Placement Location: Manhole on sanita ry sewer 12
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C677
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 06/19/01 7 126980 28.27 4490
3 B 06/19/01 7 120440 28.27 4260
C 07/10/01 28 141990 28.27 5020
D 07/10/01 28 145920 28.27 5160
E Discard
A 06/19/01 7 96690 28.27 3420
4 B 06/19/01 7 97990 28.27 3470
C 07/10/01 28 105480 28.27 3730
D 07/10/01 28 107840 28.27 3810 'Does not meet specs.
E 08/07/01 56
(t) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(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 wdtten consent of AGG. Results appl onl to above tests. ALLIANCE GEOTECHNICAL GROUP