Coppell CC 1B1-LR010809ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10610 Newkirk Sheet Suite #202 Dallas, Texas 75220 Phone 972-444-8889 Fax 972-444-8893
501E MOISTURE -DENSITY TEST REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
8/9/01
C01-0206-213
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 TEST DATA
°k Compaction: 95 Date Tested: 8/1 /01
°/ Moisture: -1 to +4 Technician: D. Vandergrlff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pci)
343 ASTM D 698 Gra ish Brown Cla 23.2 99.0
344 ASTM D 698 Dark Brown Cla 23.9 97.5
346 ASTM D 698 Gra & Yellowish Brown Cla 18.2 108.1
IN-PLACE TEST R ESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1 1st Fill outside buildin #3, 100' E. of NW corner 343 25.3 94,9 + 2.1 95.9
2 1st FiII outside buildin #3, 200' N. of SW corner 344 25.1 93.9 + 1.2 96.3
3 1st Fill outside buildin #3, 100' E. of SW corner 344 25.4 93.6 + 1.5 96.0
4 2nd Fill outside buildin #3, 100' E. of NE corner 343 26.0 94,4 + 2.8 95.4
5 2nd Fill outside buildin #3, 200' S. of NW corner 344 25.0 94,1 + 1.1 96.5
6 2nd Fill outside buildin #3, 100' W. of SW comer 344 25.7 93.1 + 1.8 95.5
" DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.