Coppell CC 1B1-LR010615ALLIANCE 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: 06115/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-140 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Compaction: 95
Moisture: -1 to +4
Ma
Date Tested:
Technician:
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 R ESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION °/
DENSITY
1
1st Irrigation line 135' N. and 50' W. of bldg
#2 at SW corner
343
23.4
95,0
+ 0.2
96.0
2
2nd Irrigation line 135' N. and 50' W, of bldg
#2 at SW corner
344
24.4
94.2
+ 0.5
96.6
3
3rd Irrigation line 135' N. and 50' W. of bldg
#2 at SW corner
344
24.3
94.5
+ 0.4
96.9
• DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.