Coppell CC 1B1-LR010614 ALLIANCE GEOTECHNICAL GROUP, IbC.
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
06/14/01
C01-0206-129
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 Stone
City of Coppell - Larry Davis
SPECIFICATIONS
% Compaction:
% Moisture:
95
-1 to +4
TEST DATA
Date Tested: 06/07/01
Technician: D. Vandergriff
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 Clay 23.2 99.0
344 ASTM D 698 Dark Brown Clay 23.9 97.5
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Electrical Trench 5' E and 30' S of the
I lstl Lift SE Corner of Building #2 344 24.7 94.8 + 0.8 97.2
,Electrical Trench 5' E and 60' S of the
2 2nd Lift SE Corner of Building #2 344 25.8 93.9 + 1.9 96.3
Electrical Trench 5' E and 40' S of the
3 3rd Lift SE Corner of Building #2 343 26.4 94.6 + 3.2 95.6
Electrical Trench 5' E and 50' S of the
4 4th Lift SE Corner of Building #2 343 24.2 95.7 + 1.0 96.7
Electrical Trench 90' E and 30' S of the
5 1st Lift SW Corner of Building #2 344 24.1 94.6 + 0.2 97.0
Electrical Trench 90' E and 50' S of the
6 2nd Lift SW Cornerof Building #2 344 25.9 93.7 + 2.0 96.1
Electrical Trench 90' E and 60' S of the
7 3rd Lift SW Corner of Building #2 344 24.3 94.8 + 0.4 97.2
Electrical Trench 90' E and 40' S of the
8 4th Lift SW Corner of Building #2 343 23.4 94.9 + 0.2 95.9
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
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
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: 06/14/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-125 Alliance Architects - Tom Maxwell
AECC, Inc. - Andy Brundige
City of Coppell - Lee Stone
City of Coppell - Larry Davis
SPECIFICATIONS TEST DATA
% Compaction: 97 Date Tested: 06/06/01
% Moisture: -2 to +3 Technician: D. Vander~riff
MATERIAL REFERENCE CURVE DATA
;URVE 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 Clay 23.2 99.0
344 ASTM D 698 Dark Brown Clay 23.9 97.5
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Paving 40' W of NW Corner of Building
I final #3 343 23.5 98.9 + 0.3 99.9
Paving 100' S and 20' W of NW Corner
2 final )f Building #3 342 21.9 99.2 -1.6 100.4
Paving 200' S and 30' W of NW Corner
3 final of Building #3 342 25.3 98.1 + 1.8 99.3
Paving 300' S and 40' W of NW Corner
4 final of Building #3 343 24.6 97.6 + 1.4 98.6
Paving 45' N and 30' W of SW Corner
5 final of Building #3 343 26.1 98.0 + 2.9 99.0
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10010 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: 06/14/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-126 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: 06/06/01
% Moisture: -1 to +4 Technician: D. Vander~riff
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pc[
342 ASTM D 698 Brown Clay 23.5 98.8
343 ASTM D 698 Grayish Brown Clay 23.2 99.0
344 ASTM D 698 Dark Brown Cla~, 23.9 97.5
345 ASTM D 698 Yellowish Brown and Gray Clay 16.3 111.3
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Electrical Trench 210' N and 40' W of
1 3rd Lift the SW Corner of Building #2 344 24.9 94.6 + 1.0 97.0
-_-Iectrical Trench 210' N and 80' W of
2 4th Lift he SW Corner of Building #2 344 24.1 94.9 + 0.2 97.3
Waterline 130' S and 30' W of NW
3 1st Lift Corner of Building #2 345 18.5 108.5 + 2.2 97.5
Waterline 130' S and 30' W of NW
4 2nd Lift Corner of Building #2 342 23.9 95.7 + 0.4 96.9
Waterline 130' S and 30' W of NW
5 3rd Lift Corner of Building #2 344 26.3 95.1 + 2.4 97.5
Waterline 130' S and 30'W of NW
6 4th Lift Corner of Building #2 344 27.0 94.5 + 3.1 96.9
Electrical Trench 90' E and 30' N of NW
7 1st Lift Cornerof Building #3 343 23.4 94.9 + 0.2 95.9
Electrical Trench 40' E and 55' N of NW
8 2nd Lift Corner of Building #3 344 24.1 94.6 + 0.2 97.0
Electrical Trench 50' W and 55' N of
9 3rd Lift NW Corner of Building #3 344 26.1 93.0 + 2.2 95.4
Electrical Trench 55' N and 0' E of NW
10 4th Lift Corner of Building #3 344 24.4 94.5 + 0.5 96.9
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
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
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: 6/14/01 Hill & Wiikerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-131 Alliance Architects - Tom Maxwell
AECC, Inc. - Andy Brundige
City of Coppell - Lee Stone
City of Coppell - Larry Davis
SPECIFICATIONS TEST DATA
% Compaction: 97% Date Tested: 6/8/01
% Moisture: -2 to +3 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 Clay 23.2 99.0
344 ASTM D 698 Dark Brown Clay 23.9 97.5
IN-PLACE TEST RESULTS
TEST ELEVATION ~EF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Paving Subgrade 40' W of NW Corner
1 final of Buildin~l #3 343 22.0 99.6 -1.2 100.0
Paving Subgrade 100' S and 20' W of
2 final NW Corner of Building #3 342 21.6 101.1 -1.9 100.0
Electrical Trench 200' S and 30' W of
3 final the NW Corner of Building #3 342 23.1 99.7 -0.4 100.0
Electrical Trench 300' S and 40' W of
4 final the N Corner of Building #3 343 21.4 103.4 -1.8 100.0
Electrical Trench 45' N and 30' W of the
5 final SW Corner of Building #3 343 23.3 99.1 + 0.1 100.0
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING AND ENGINEERING
10610 Newkirk, Suite #202, Dallas, Texas 75220 Phone #972-444-8889 Fax #972-444-8893
REINFORCING STEEL OBSERVATION REPORT
CLIENT: Koll Development Company
PROJECT: Kolt Center - Coppell
REPORT DATE: 06/14/01
AGG REPORT #: C01-0206-135
DISTRIBUTION:
Koll Development Company - James Williams
Hill & Wilkerson, Inc. - Kirk Woltman
Alliance Architects - Tom Maxwell
AECC, Inc. - Andy Brundige
City of Coppelt - Lee Stone
City of Coppell - Larry Davis
TECHNICIAN: Duane Vander~riff
WEATHER: Sunny
DATE: 06/11/01
AREAS OBSERVED:
Pav~n~ area on west s'de of bu'ld'n~ #3 from 60 N. of NW corner then 60' W. to 370' S. and 60' east of
west buildin~l line
OBSERVATION CHECK LIST:
SIZE: #3
COVER:
SPLICE LENGTH:
CLEANLINESS: Yes
PROPERLY TIED: Yes
CLEANLINESS OF FORM WORK: Yes
PROPER SUPPORT: Yes
REFERENCE DRAWING:
REMARKS:
INote: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the walden consent of AGG. Results apply only to above tests.
ALLIANCE GEOTEC~[:t~-'~L GROUP
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING AND ENGINEERING
10610 Newkirk, Suite #202, Dallas, Texas 75220 Phone #972-444-8889 Fax #972-444-8893
REINFORCING STEEL OBSERVATION REPORT
CLIENT: Koll Development Company
PROJECT: Koli Center - Coppell
REPORT DATE: 06/14/01
AGG REPORT #: O01-0206-137
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
TECHNICIAN: Duane Vander~riff
WEATHER: Sunny
DATE: 06/12/01
AREAS OBSERVED:
Pavin~l area on west side of buildin~l #3 from 370' S. of NW corner - encompassin[l center entry
between buildings #2 and #3
OBSERVATION CHECK LIST:
SIZE: #3
COVER:
SPLICE LENGTH:
CLEANLINESS: Yes
PROPERLY TIED: Yes
CLEANLINESS OF FORM WORK: Yes
PROPER SUPPORT: Yes
REFERENCE DRAWING:
REMARKS:
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 apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP