Coppell CC 1B1-LR010628ALLIANCE 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
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
Koll Development Company DISTRIBUTION:
Koll Center -Coppell Koll Development Company -James Williams
6/28/01 Hill & Wilkerson, Inc. -Kirk Woltman
C01-0206-152
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: 6/22/01
°/ Moisture: -1 to +4 Technician: D. Vandergrlff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
343 ASTM D 698 Gra ish Brown Cla 23.2 99.0
344 ASTM D 698 Dark Brown Cla 23.9 97.5
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1
1st Electrical Trench 10' W and 50' S of the
SW Corner of Buildin #1
343
26.7
95.7
+ 3.5
96.7
2
2nd Electrical Trench 10' W and 50' S of the
SW Corner of Buildin #1
343
27.0
96.2
+ 3.8
97.2
3
3rd Electrical Trench 10' W and 50' S of the
SW Corner of Buildin #1
344
26.2
94.0
+ 2.3
96.4
4
4th Electrical Trench 10' W and 50' S of the
SW Corner of Buildin #1
344
25.1
94.9
+ 1.2
97.3
`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: 6/28/01
AGGREPORT#: C01-0206-145
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: 6/19/01
AREAS OBSERVED:
Paving area west of building #2 from the northwest corner to 80' S and 80' W of the southwest corner.
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. ~G%//YLa
This report may not be reproduced except in its entirety, without y
the written consent of AGG. Results apply only to above tests. ALLIANCE CHNICAL GROUP