Coppell CC 1B1-LR010530ALLIANCE 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: 05/30/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-103
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: 05/24/01
i, Moisture: -2 t0 +2 Technician: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
636 ASTM D 698 Yellowish Brown Sand w/traces of Cla ails 15.1 111.4
IN-PLACE TEST R ESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1 1st Water line bld #1, 70' E. of W. ed a 636 16.5 106.4 + 1.4 95.5
2 2nd Water line bld #1, 50' E. of W. ed a 636 16.4 106.5 + 1.3 95.6
3 3rd Water line bId #1, 30' E. of W. ed a 636 15.9 106.8 + 0.8 95.9
4 4th Water line bld #1, 10' E. of W. ed a 636 14.1 110.7 -1.0 99.4
5 5th Water line bld #1, 40' E. of W. ed a 636 15.7 107.0 + 0.6 96.1
DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
1
ALLIANCE GEOTECHNICAL GROUP, INC. i