Coppell CC 1B1-LR010710 ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING
10610 Newkirk Street, Suite 202; Dallas, Texas Tel: 972-444-8889 Fax: 972-444-8893
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT#:
Koll Development Company
Koll Center- Coppell
07/10/01
C01-0206-167
PLASTICITY INDEX VERIFICATION
DISTRIBUTION:
Koll Development Company - James Williams
Hill & Wilkerson, Inc. - Kirk Woltman
Alliance Architects - Tom Maxwell
AECC, Inc. - Andy Brundige
Brockette/Davis/Drake - Russell Williams
City of Coppell - Lee Stone
City of Coppell - Larry Davis~
PLASTICITY INDEX RESULTS
SAMPLE PI
I.D. LOCATION AND MATERIAL DESCRIPTION RESULTS SPECIFICATIONS
921 Yellowish Brown Sandy Clay - on site stickpile 18' 4 - 14
REMARKS: *Does not meet specifications
ALLIANCE GEOTECHNICAL GROUP, INC.
'.LIANCE GEOTECHNICAL GRO~
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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center - Coppell
07/10/01
C01-0206-136
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
City of Coppell - Larry Davis
SPECIFICATIONS
Strength (psi): 4000
SlUmp (in.): 5
Air Content (%): 3.5 - 6.5
ConcreteTemp (°F): 95 max
PROJECT DATA
Placement Date: 06/1 1/01
Sampled By: Duane Vander~lriff
Weather: Sunny
Supplier/Mix: Hanson #7752
FIELD DATA SET #5
Ticket#: 848709 Time Batched: 2:00 p.m.
Slump (in.): 5.00 Air Content: 5.5
Conc. Temp. (°F): 95 Ambient Temp. (°F): 97
Placement Location: Paving on W Side of Building #3 50' S and 35' W
Remarks:
Time Sampled: 3:00 p.m.
Unit Weight (pcf): n/a
Yardage (c.y.): 420 of 420
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
FIELD DATA SET #
Time Batched:
Air Content:
Ambient Temp. (°F):
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # Cylinder# Test Date Age (Days) Max. Load (lbs) Area (sq. in.)Stren~lth (psi) Notes
A 06/18/01 7 101530 28.27 3590
5 B 06/18/01 7 100920 28.27 3570
C 07/09/01 28 125910 28.27 4450
D 07/09/01 28 127230 28.27 4500
Discard
(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, 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
'LLIANCE GEOTECHNICAL GR¢ ~
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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center- Coppell
07/10/01
C01-0206-136
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
City of Coppell - Larry Davis
SPECIFICATIONS
Strength (psi): 4000
Slump (in.): 5
Air Content (%): 3.5 - 6.5
Concrete Temp (°F): 95 max
PROJECT DATA
Placement Date: 06/11/01
Sampled By: Duane Vandergriff
Weather: Sunny
Supplier/Mix: Hanson #7752
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #1
848658 Time Batched: 6:35 a.m. Time Sampled:
5.00 Air Content: na Unit Weight (pcf):
87 Ambient Temp. (°F): 83 Yardage (c.y.):
Paving on West Side of Building #3 200' S and 30' W of NW Corner
7:15 a.m.
n/a
10 of 650
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #2
848668 Time Batched: 8:00 a.m. Time Sampled:
5.00 Air Content: na Unit Weight (pcf):
90 Ambient Temp. (°F): 85 Yardage (c.y.):
Paving on West Side of Building #3 350' S and 30' W of NW Corner
8:45 a.m.
n/a
10 of 650
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set# Cylinder # Test Date A~le (Days) Max. Load (lbs) Area (sq. in.) Stren~lth (psi) Notes
A 06/18/01 7 119520 28.27 4230
1 B 06/18/01 7 117620 28.27 4160
C 07/09/01 28 138120 28.27 4890
D 07/09/01 28 141370 28.27 5000
Discard
A 06/18/01 7 91350 28.27 3230
2 B 06/18/01 7 96150 28.27 3400
C 07/09/01 28 124140 28.27 4390
D 07/09/01 28 118390 28.27 4190
Discard
(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, C172, C231
INote: 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
~,LLIANCE GEOTECHNICAL GRC '~
GEOTECHNICAL AND t.;ONSTRUCTION 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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center - Coppell
07/10/01
C01-0206-136
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
City of Coppell - Larry Davis
SPECIFICATIONS
Strength (psi): 4000
Slump (in.): 5
Air Content (%): 3.5 - 6.5
Concrete Temp (°F): 95 max
PROJECT DATA
Placement Date: 06/1 1/01
Sampled By: Duane Vandergriff
Weather: Sunny
Supplier/Mix: Hanson #7752
FIELD DATA SET #3
Ticket #: 848679 Time Batched: 9:25 a.m. Time Sampled:
Slump (in.): 4.50 Air Content: 4.5 Unit Weight (pcf):
Conc. Temp. (°F): 90 Ambient Temp. (°F): 90 Yardage (c.y.):
Placement Location: Paving on W Side of Building #3 300' S and 20' W of NW Corner
Remarks:
10:30 a.m.
n/a
210 of 650
FIELD DATA SET #4
Ticket #: 848696 Time Batched: 12:15 p.m. Time Sampled:
Slump (in.): 5.00 Air Content: 6.5 Unit Weight (pcf):
Conc. Temp. (°F): 94 Ambient Temp. (°F): 96 Yardage (c.y.):
Placement Location: Paving on W Side of Building #3 200' S and 50' W of NW Corner
Remarks:
1:00 p.m.
n/a
320 of 650
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # Cylinder# Test Date A~e (Days) Max. Load (lbs) Area (sq. in.)Strength (psi) Notes
A 06/18/01 7 109770 28.27 3880
3 B 06/18/01 7 110320 28.27 3900
C 07/09/01 28 131680 28.27 4660
D 07/09/01 28 130420 28.27 4610
Discard
A 06/18/01 7 79610 28.27 2820
4 B 06/18/01 7 79280 28.27 2800
C 07/09/01 28 106570 28.27 3770 *
D 07/09/01 28 108780 28.27 3850 * Does not meet specs.
08/06/01 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, C172, C231
INote: 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