Coppell CC 1B1-LR010518ALLIANCE 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: 5/18/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-082 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: 5/15/01
Moisture: -2 t0 +2 Technician: D. Vandergflff
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 Fitl 13.0 117.6
636 ASTM D 698 Yellowish Sand w/traces of Cla Balls & S.S. Fra ments -Select Fill 15.1 111.4
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1
1st Waterline in Building #2 E to W Line, 75'
from E Ed a
636
16.9
106.2
+ 1.8
95.3
2
2nd Waterline in Building #2 E to W Line, 45'
from E Ed a
488
14.7
114.6
+ 1.7
97.4
3
3rd Waterline in Building #2 E to W Line, 35'
from E Ed a
636
15.1
109.8
+ 0.0
98.6
DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
ALLIANCE 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: KOII Center -Coppell Koll Development Company -James Williams
REPORT DATE: 5/18/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-085 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Compaction: 95%
Moisture: -2 to +2
Date Tested:
Technician:
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 Fill 13.0 117.6
636 ASTM D 698 Yellowish Sand w/traces of Cla Balls & S.S. Fra ments -Select Fill 15.1 111.4
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1
4th Waterline in Building #2 E to W Line, W
from E Ed a
488
14.9
111.9
+ 1.9
95.2
2
5th Waterline in Building #2 E to W Line, W
from E Ed a
636
15.5
106.1
+ 0.4
95.2
3
1st Waterline in Building #2 N to S Line,
100' of "T"
636
15.3
106.5
+ 0.2
95.6
4
2nd Waterline in Building #2 N to S Line, 50'
of "T"
636
15.2
106.7
+ 0.1
95.8
5
1st Waterline in Building #2 N to S Line,
100' S of "T"
488
14.5
112.4
+ 1.5
95.6
6
2nd Waterline in Building #2 N to S Line, 50'
S of "T"
636
15.7
106.0
+ 0.6
95.2
'DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.