Coppell CC 1B1-LR010514ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
10610 Newkirk Streef 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
PROJECT: Koll Center -Coppell
REPORT DATE: 05/14/01
AGG REPORT #: C01-0206-066
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
°/ Compaction: 95 Date Tested: 05/09/01
Moisture: -2 to +2 Technician: Duane Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
488 ASTM D 698 Reddish Brown Cla a Sand -Select 13.0 117.6
636 ASTM D 698 Yellowish Brown Sand w/Cla alls 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 a er Ine In g o .Ine,
from E. ed e
636
17.1
105.9
+ 2.0
95.1
2
2nd a er Ine In g o .Ine,
from E. ed a
636
16.4
106.4
+ 1.3
95.5
3
3rd a er Ine In g o .Ine,
from E. ed a
636
16.0
106.8
+ 0.9
95.9
4
4th a er Ine In g o .Ine,
from E. ed a
488
15.0
112.6
+ 2.0
95.7
5
5th a er Ine In g o .Ine,
from E. ed a
488
13.3
111.8
+ 0.3
95.1
6
1st a er Ine In g o .Ine,
N. of "T"
636
16.3
106.4
+ 1.2
95.5
7
2nd a er Ine In g o .Ine,
N. of "T"
636
15.1
107.9
+ 0.0
96.9
8
3rd a er Ine In g o .Ine,
N. of "T"
488
13.2
111.9
+ 0.2
95.2
9
4th a er Ine In g o .Ine,
N. of "T"
488
13.0
114.8
+ 0.0
97.6
10
1st a er Ine In g o .Ine,
S. of "T"
636
16.4
106.4
+ 1.3
95.5
11
2nd a er Ine In g o .Ine,
S. of "T"
488
15.0
112.6
+ 2.0
95.7
12
3rd a er Ine In g o .Ine,
S. of "T"
488
14.5
116.1
+ 1.5
98.7
'DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.