Coppell CC 1B1-LR010718ALLIANCE 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: 7/18/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-181 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: 7/11/01
% Moisture: +4 Above Opt Technician: Lee Stoudenmire
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf)
~44/481 ASTM D 698 2/3 Dark Brown Clay and 1/3 Select Fill 20.3 104.2
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
1st Lift 2' North of South Wall and 55' East of 344/4
1 Leaveouts WestWall 88 26.1 93.8 + 5.8 90.0
1st Lift 2' North pf SouthWall nd 10' West of 344/4
2 Leaveouts EastWall 88 26.6 94.1 + 6.3 90.3
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC. ~