Coppell CC 1B1-LR010510ALLIANCE 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: 05/10/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-063 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: 05/03/01
Moisture: -1 to +4 Tecnnlclan: Duane Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
344 ASTM D 698 Dark Brown Cla 23.9 97.5
343 ASTM D 698 Gra ish Brown Cla 23.2 99.0
342 ASTM D 698 Brown Cla 23.5 98.8
345 ASTM D 698 Yellow Brown &Gra Cla 16.3 111.3
346 ASTM D 698 Gra & Yellow Brown Cla with Cal Nods 18.2 108.1
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1 1st Waterline 10' N. of bld #2 at center of bld 344 25.9 94.0 + 2.0 96.4
2 2nd Water line 10' N. of bld #2 at center of bld 344 25.7 94.2 + 1.8 96.6
3 3rd Water line 10' N. of bld #2 at center of bld 343 24.2 95.3 + 1.0 96.3
4 4th Water line 10' N. of bld #2 at center of bld 343 23.8 95.9 + 0.6 96.9
5 5th Water line 10' N. of bld #2 at center of bld 343 23.2 96.3 + 0.0 97.3
6 6th Water line 10' N. of bld #2 at center of bld 343 22.2 98.2 -1.0 99.2
7
1st Water line 120' N. of NW corner of bldg #3,
30' W. of bld line
344
22.9
100.2
-1.0
102.8
8
2nd Water line 120' N. of NW corner of bldg #3,
30' W. of bld line
344
25.7
94.2
+ 1.8
96.6
9
3rd Water line 120' N. of NW corner of bldg #3,
30' W. of bld line
343
23.1
96.5
-0.1
97.5
10
4th Water line 120' N. of NW corner of bldg #3,
30' W. of bld line
343
24.4
97.2
+ 1.2
98.2
11
5th Water line 120' N. of NW corner of bldg #3,
30' W. of bld line
343
23.0
96.4
-0.2
97.4
12
6th Water line 120' N. of NW corner of bldg #3,
30' W. of bld line
343
22.7
100.0
-0.5
100+
DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes: Moisture specifications indicate +6 if PI is >40 min and +4 if PI is <40 min.
ALLIANCE GEOTECHNICAL GROUP, INC.
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING & ENGINEERING
Street Suite #202 Dallas, Texas 75220 Phone 972-444-8889 Fax 972-444-8893
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT: Koll Development Company
PROJECT: Koll Center -Coppell
REPORT DATE: 05/10/01
AGG REPORT #: C01-0206-063
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
%Molsture: -1 to+4
Date Tested: 05/03/01
Tecnnician: Duane Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
344 ASTM D 698 Dark Brown Cla 23.9 97.5
343 ASTM D 698 Gra ish Brown Cla 23.2 99.0
342 ASTM D 698 Brown Cla 23.5 98.8
345 ASTM D 698 Yellow Brown &Gra Cla 16.3 111.3
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
13 1st Water line 30' N. of NE corner of bid #3 344 25.9 94.0 + 2.0 96.4
14 2nd Water line 30' N. of NE corner of bid #3 344 25.9 94.0 + 2.0 96.4
15 3rd Water line 30' N. of NE corner of bid #3 344 25.2 94.7 + 1.3 97.1
16 4th Water line 30' N. of NE corner of bid #3 344 23.0 95.1 -0.9 97.5
17
1st Water line 190' S. of NE corner, 45' E. of
bid #3
344
24.0
94.2
+ 0.1
96.6
18
2nd Water line 190' S. of NE corner, 45' E. of
bid #3
344
23.9
95.8
+ 0.0
98.3
19
3rd Water line 190' S. of NE corner, 45' E. of
bid #3
344
22.9
100.2
-1.0
102.8
20
4th Water line 190' S. of NE corner, 45' E. of
bid #3
344
22.9
100.2
-1.0
102.8
DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.