Coppell CC 1B1-LR010724ALLIANCE 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
SOIL MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT: Koll Development Company DISTRIBUTION:
PROJECT: Koll Center - Coppell Koll Development Company - James Williams
REPORT DATE: 07/24/01 Hill & Wilkerson, inc. - Kirk Woltman
AGG REPORT #: C01-0206-196 Alliance Architects - Tom Maxwell
AECC, Inc. - Andy Brundige
City of Coppell - Lee Stone
City of Coppell - Larry Davis
SPECIFICATIONS TEST DATA
% Compaction: 95 Date Tested: 07/19/01
% Moisture: -2 to +2 Technician: D. Vander~triff
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf
A ASTM D 698 1/2 of 950 and 1/2 of 949 12.6 115.8
950 ASTM D 698 Reddish Brown Clayey Sand" 23.9 97.5
949 ASTM D 698 Yellowish Brown Clayey Sand 12.5 114.2
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
1 1st Building #3 at NW corner 949 9.3 107.4 -3.2 94.0
2 1st Building #3 at SW corner 949 12.5 106.4 + 0.0 93.2
3 2nd Buildin~l #3 at NW corner 949 13.1 109.2 + 0.6 95.6
4 2nd Buildin~l #3 at SW corner 949 12.6 109.0 + 0.1 95.4
P,5 1 st Retest of Test #1, above 949 11.3 108.9 -1.2 95.4
R6 1 st Retest of Test #2, above 949 12.1 108.5 -0.4 95.0
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC. (/~
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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: 07/24/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-187 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: 07/16/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 - 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 7752
FIELD DATA SET #1
Ticket #: 612964 Time Batched: 7:05 a.m. Time Sampled: 7:45 a.m.
Slump (in.): 5.00 Air Content: 6.2 Unit Weight (pcf): na
Conc. Temp. (°F): 85 Ambient Temp. (°F): 82 Yardage (c.y.): 40
Placement Location: Paving area on south side of building #1, 50' E. & 50' S. of SE corner
Remarks:
FIELD DATA SET #2
Ticket#: 612973 Time Batched: 8:10 a.m. Time Sampled: 9:00 a.m.
Slump (in.): 5.5* Air Content: 6.0 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 87 Yardage (c.y.): 130
Placement Location: Paving area 25' S. & 50' E. of SW of building #1
Remarks: *Slump exceeds specifications
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # Cylinder # Test Date A~le (Days) Max. Load (lbs) Area (sq. in.) Stren~lth (psi) FC Notes
A 07/23/01 7 89120 28.27 3150 D
1 B 07/23/01 7 88350 28.27 3130 B
C 08/13/01 28 28.27
D 08/13/01 28 28.27
E Hold
A 07/23/01 7 79810 28.27 2820 D
2 B 07123/01 7 79100 28.27 2800 B
C 08/13/01 28 28.27
D 08/13/01 28 28.27
E Hold
(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 ~
I Note: This report is for the exclusive use of the Client addressed. I
IThis report may not be reproduced except in its entirety, without ALLIANCE~"E'OTECHNICAL GROUP
i
Ithe 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: 07/24/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-187 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: 07/16/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Content (%): 3.5 - 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter- 7752
FIELD DATA SET #3
Ticket #: 612983 Time Batched: 9:30 a.m. Time Sampled: 10:15 a.m.
Slump (in.): 5.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 92 Ambient Temp. (°F): 90 Yardage (c.y.): 230
Placement Location: Paving area 65' S. & 20' E. of SW of building #1
Remarks:
FIELD DATA SET ~4
Ticket #: 612992 Time Batched: 10:27 a.m. Time Sampled: 11:45 a.m.
Slump (in.): 6.0* Air Content: 4.1 Unit Weight (pcf): na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 95 Yardage (c.y.): 320
Placement Location: Paving area 10' E. & 35' N. of NW of building #3
Remarks: *Slump exceeds specifications
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # Cylinder # Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi) FC Notes
A 07/23/01 7 82620 28.27 2920 D
3 B 07/23/01 7 86880 28.27 3070 D
C 08/13/01 28 28.27
D 08/13/01 28 28.27
E Hold
A 07/23/01 7 85880 28.27 3040 D
4 B 07/23/01 7 83300 28.27 2950 D
C 08/13/01 28 28.27
D 08/13/01 28 28.27
E Hold
(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
IN°to:This rep°rt is f°r the exclusive use °f the Client addressed'I ~OT~CH
This report may not be reproduced except in its entirety, without ALLIANCE NICAL 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: 07/24/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-187 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: 07/16/01
Slump (in.): 5 max Sampled By: D. Vander~lriff
Air Content (%): 3.5 - 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter- 7752
FIELD DATA SET #5
Ticket #: 613005 Time Batched: 1:55 p.m. Time Sampled: 2:45 p.m.
Slump (in.): 4.50 Air Content: 5.1 Unit Weight (pcf): na
Conc. Temp. (°F): 92 Ambient Temp. (°F): 97 Yardage (c.y.): 430
Placement Location: Approach on west side of building #3 from Freeport Parkway
Remarks:
FIELD DATA SET #6
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pcf):
Conc. Temp. (°F): Ambient Temp. (°F): Yardage (c.y.):
Placement Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # Cylinder # Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi) FC Notes
A 07/23/01 7 71460 28.27 2530 D
5 B 07/23/01 7 73040 28.27 2580 D
C 08/13/01 28 28.27
D 08/13/01 28 28.27
E Hold
6
(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~'~'~--'~C
INote: This report is for the exclusive use of the Client addressed.
IThis report may not be reproduced except in its entirety, without ALLIANCE AL GROUP
Ithe written consent of AGG. Results apply only to above tests.