Coppell CC 1B1-LR010629ALLIANCE 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: 06/29/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-156
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: 06/27/01
°i° Moisture: -2 to +3 Technician: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
342 ASTM D 698 Brown Cla 23.5 98.8
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 Final 40' S. and 50' E. of bld #1 SE corner 344 22.2 95.3 -1.7 97.7
2 Final 50' N. and 40' E. of bld #1 SE corner 344 22.4 95.1 -1.5 97.5
3 Final 160' N. and 50' E. of bld #1 SE corner 343 21.7 97.9 -1.5 100+
4 Final 250' N. and 10' E. of bld #1 SE corner 343 21.8 97.7 -1.4 98.7
5 Final 90' S. and 30' E. of bld #1 NE corner 342 21.7 98.2 -1.8 99.4
6* Final 40' E. of bldg #1 NE corner 342 20.0 103.5 -3.5 104.8
DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP. INC.