Coppell CC 1B1-LR010706 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:
PROJECT:
REPORT DATE:
AGG REPORT#:
Koll Development Company
Koll Center- Coppell
07/06/01
C01-0206-161
SPECIFICATIONS
Strength (psi): 4000
Slump (in.): 5 max
Air Content (%): 3.5 - 6.5
Concrete Temp (°F): 95 max
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
PROJECT DATA
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
FIELD DATA SET #1
Ticket #: 863269 Time Batched: 6:50 a.m.
Slump (in.): 5.00 Air Content: 2.5*
Conc. Temp. (°F): 86 Ambient Temp. (°F): 75
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
06/28/01
Duane Vandergriff
Rain
Hanson - 7752
7:45 a.m.
n/a
30
Placement Location: Paving area 60' north and 20' east of NE corner of bldg 1
Remarks:
FIELD DATA SET #2
Ticket fl: 809947 Time Batched: 7:45 a.m.
Slump (in.): 5.00 Air Content: 3.9
Conc. Temp. (°F): 85 Ambient Temp. (°F): 78
Placement Location: Pavin9 area 90' south and 40' east of NE corner of bldg 1
Remarks:
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
8:50 a.m.
120
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.) IStren~th (psi) FC Notes
A 07/05/01 7 105730 28.27 3740
1 B 07/05/01 7 102070 28.27 3610
C 07/26/01 28 28.27
D 07/26/01 28 28.27
E Hold
A 07/05/01 7 114090 28.27 4040
2 B 07/05/01 7 114750 28.27 4060
C 07/26/01 28 28.27
D 07/26/01 28 28.27
E Hold
(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. Resul s apply on y to above tests.
ALLIANCE GEOTECHNICAL GROUP
ALLIANCE 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:
PROJECT:
REPORT DATE:
AGG REPORT#:
Koll Development Company
Koll Center - Coppell
07/06/01
C01-0206-161
SPECIFICATIONS
Strength (psi): 4000
Slump (in.): 5 max
Air Content (%): 3.5 - 6.5
Concrete Temp (°F): 95 max
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
PROJECT DATA
Placement Date: 06~28~01
Sampled By: Duane Vandergriff
Weather: Rain
Supplier/Mix: Hanson - 7752
FIELD DATA SET #3
Time Batched: 8:48 a.m.
Air Content: 4.0
Ticket #: 812355
Slump (in.): 5.5*
Conc. Temp. (°F): 87 Ambient Temp. (°F): 79
Placement Location: Paving area 160' south and 50' east of NE corner of bldg 1
Remarks: *Slump exceeds specifications
FIELD DATA SET #4
Ticket #: 863301 Time Batched: 10:04 a.m.
Slump (in.): 4.75 Air Content: 4.1
Conc. Temp. (°F): 88 Ambient Temp. (°F): 85
Placement Location: Paving area 220' south and 20' east of NE corner of bldg 1
Remarks:
Time Sampled: 9:45 a.m.
Unit Weight (pcf): n/a
Yardage (c.y.): 220
Time Sampled: 11:00 a.m.
Unit Weight (pcf):
Yardage (c.y.): 320
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) FCI Notes
A 07/05/01 7 90730 28.27 3210
3 B 07/05/01 7 84370 28.27 2980
C 07/26/01 28 28.27
D 07/26/01 28 28.27
E Hold
A 07/05/01 7 98480 28.27 3480
4 B 07/05/01 7 96420 28.27 3410
C 07/26/01 28 28.27
D 07/26/01 28 28.27
E Hold
(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 repod is for the exclusive use of the Client addressed.
This repod 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:
PROJECT:
REPORT DATE:
AGG REPORT#:
Koll Development Company
Koll Center - Coppell
07/06/01
C01-0206-161
SPECIFICATIONS
Strength (psi): 4000
Slump (in.): 5 max
Air Content (%): 3.5 - 6.5
Concrete Temp (°F): 95 max
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
PROJECT DATA
Placement Date: 06/28/01
Sampled By: Duane Vandergriff
Weather: Rain
SuppliedMix: Hanson - 7752
FIELD DATA SET #5
Ticket #: 863311 Time Batched: 11:26 a.m. Time Sampled:
Slump (in.): 4.50 Air Content: 3.9 Unit Weight (pcf):
Conc. Temp. (°F): 91 Ambient Temp. (°F): 88 Yardage (c.y.):
Placement Location: Paving area 180' north and 30' east of SE corner of bldg 1
Remarks:
12:15 p.m.
n/a
42O
FIELD DATA SET #6
Ticket #: 863321 Time Batched: 12:25 p.m.
Slump (in.): 5.00 Air Content: 4.1
Conc. Temp. (°F): 94 Ambient Temp. (°F): 88
Placement Location: Paving area 80' north and 35' east of SE corner of bldg 1
Remarks:
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
1:30 p.m.
520
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C6'17
Set # Cylinder# Test Date Age (Days) Max. Lead (lbs) Area (sq. in.) Strength (psi) FC Notes
A 07/05/01 7 120790 28.27 4270
5 B 07/05/01 7 116480 28.27 4120
C 07/26/01 28 28.27
D 07/26/01 28 28.27
E Hold
A 07/05/01 7 103540 28.27 3660
6 B 07/05/01 7 100810 28.27 3570
C 07/26/01 28 28.27
D 07/26/01 28 28.27
E Hold
(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 on y to above res s.
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:
PROJECT:
REPORT DATE:
AGG REPORT#:
Koll Development Company
Koll Center - Coppell
07/06/01
C01-0206-161
SPECIFICATIONS
Strength (psi): 4000
Slump (in.): 5 max
Air Content (%): 3.5 - 6.5
Concrete Temp (°F): 95 max
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
PROJECT DATA
Placement Date: 06/28/01
Sampled By: Duane Vander~lriff
Weather: Rain
SuppliedMix: Hanson - 7752
FIELD DATA SET #7
Ticket #: 863333 Time Batched: 2:48 p.m.
Slump (in.): 5.00 Air Content: 5.1
Conc. Temp. (°F): 91 Ambient Temp. (°F): 92
Placement Location: Paving area 10' south and 25' east of SE corner of bldg 1
Remarks:
Time Sampled: 3:30 p.m.
Unit Weight (pcf): n/a
Yardage (c.y.): 620
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
FIELD DATA SET #8
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 A~e (Days) Max. Load (lbs) Area (sq. in.)Strength (psiIFC Notes
A 07/05/01 7 114510 28.27 4050
7 B 07/05/01 7 113210 28.27 4000
C 07/26/01 28 28.27
D 07/26/01 28 28.27
E Hold
8
(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 wr tten consent of AGG. Results apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10610 Newkirk Street Suite #202 Dallas, Texas 75220 Phone 972-444-8889 Fax 972-444-8893
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center - Coppell
07/06/01
C01-0206-160
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922) DISTRIBUTION:
Koll Development Company - James Williams
Hill & Wilkerson, Inc. - Kirk Woltman
Alliance Architects - Tom Maxwell
AECC, Inc. - Andy Brundige
City of Coppell - Lee Ston~e
City of Coppell - Larry Davis
SPECIFICATIONS
% Compaction:
% Moisture:
97
-2 to +3
TEST DATA
Date Tested: 06/28/01
Technician: D. Vander~riff
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf)
342 ASTM D 698 Brown Clay 23.5 98.8
343 ASTM D 698 Grayish Brown Cia)/ 23.2 99.0
344 ASTM D 698 Dark Brown Cia)/ 23.9 97.5
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
1R Final Retest of Test #6, dated 06/27/01 342 24.1 98.0 + 0.6 99.2
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.