Coppell CC 1B1-LR010813ALLIANCE 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: KDII Center -Coppell Koll Development Company -James Williams
REPORT DATE: 08/13/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-223 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Compaction: 90 Date Tested: 08/08/01
°/ Moisture: +4 Technician: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
344 ASTM D 698 Dark Brown Cla 23.9 97.5
3aa/asa ASTM D 698 2l3 Dark Brown Cla and 1/3 Red Brown Cla a Sand 20.3 104.2
IN-PLACE TEST R ESULTS
TEST
NO. ELEVATION
OR LIFT
.LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION °/a
DENSITY
1 1st Bld #1 leaveout, 220' S. of NE corner 3aa/aas 26.7 94.9 + 6.4 91.1
2 1St Bld #1 leaveout, 50' N. of SE corner 344/488 25.2 96.1 + 4.9 92.2
3 1st Bld #1 leaveout, 50' W. of SE comer 3aa/aaa 24.8 96.4 + 4.5 92.5
DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes: A.M. Visit
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: 08/13/01 Hill & Wilkerson, Inc. -Kirk Waltman
AGG REPORT #: C01-0206-229 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Compaction: 92 Date Tested: 08108/01
Moisture: +4 Technician: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
344 ASTM D 698 Dark Brown Cla 23.9 97.5
3aa/488 ASTM D 698 2/3 Dark Brown Cla and 1/3 Red Brown Cla a Sand 20.3 104.2
IN-PLACE TEST R ESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1 1st Bld #1 leaveout, 75' E. of SW corner 3aa/aaa 25.1 96.0 + 4.8 92.1
2 1st Bld #1 leaveout, 20' N. of SE corner 344/488 24.9 96.4 + 4.6 92.5
3 1st Bld #1 leaveout, 120' N. of SE corner 344/488 24.5 96.8 + 4.2 92.9
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: Koll Center -Coppell
REPORT DATE: 08/13/01
AGGREPORT#: C01-0206-226
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 Vandergriff
WEATHER: Sunny
DATE: 08/09/01
AREAS OBSERVED:
Leaveout of slab on building #1 from 60' W. of NE corner to SE corner, then 60' W. of SE
OBSERVATION CHECK LIST:
SIZE: #3
COVER: poly
SPLICE LENGTH: gOOd
CLEANLINESS: yeS
PROPERLY TIED: yeS
CLEANLINESS OF FORM WORK: yeS
PROPER SUPPORT: yeS
REFERENCE DRAWING:
REMARKS:
No Discrepancies noted
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