Coppell CC 1B1-LR010625 (2)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
PROJECT: Koll Center -Coppell
REPORT DATE: 06/25/01
AGG REPORT #: C01-0206-144
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
°h Compaction: 97%
Moisture: -2 to +3
Date Tested: 06/18/01
Technician: D. Vande
MATERIAL REFERENCE CURVE DATA
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
final Paving Subgrade 30' S & 40' W. of NW
corner of bid #2
343
23.4
98.2
+ 0.2
99.2
2
final Paving Subgrade 140' S & 30' W. of NW
corner of bid #2
343
22.5
99.7
-0.7
100.7
3
final Paving Subgrade 240' S & 10' W. of NW
corner of bid #2
344
22.6
98.1
-1.3
100.6
4
final Paving Subgrade 340' S & 50' W. of SW
corner of bid #2
344
23.5
96.5
-0.4
99.0
5
final Paving Subgrade 40' N & 30' W. of SW
comer of bid #2
344
24.1
96.0
+ 0.2
98.5
6
final Paving Subgrade 50' S of SW corner of bldg
#2
342
22.5
97.9
-1.0
99.1
• DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
C ~,~~ ~ ~
ALLIANCE GEOTECHNICAL GROUP, INC.
GEOTECHNICAL AND CONSTRUCTION MATERIALS TESTING 8r ENGINEERING
10610 Newkirk Street Sutte #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: 06/25/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-146 Alliance Architects -Tom Maxwell
AECC, Inc. - Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Y° Compaction: 95 Date Tested: 06/19/01
%Molsture: -1 t0+4 Technician: D. Vandergfiff
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE 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 RESULTS
TEST ELEVATION REF. % DRY MOISTURE
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Elec & irrigation trench 80' E. & 10' S. of SW
1 1st corner of bid 1 344 22.9 94.4 -1.0 96.8
Elec & irrigation trench 80' E. & 40' S. of SW
2 2nd corner of bid 1 344 23.1 93.9 -0.8 96.3
Elec 8 irrigation trench 80' E. & 20' S. of SW
3 3rd comer of bid 1 344 24.7 98.6 + 0.8 100+
Elec & irrigation trench 80' E. & 30' S. of SW
4 4th corner of bid 1 344 25.0 97.2 + 1.1 99.7
Sewer line A 220' S. & 40' E, of NE corner of
5 1st bid 2 343 27.0 96.9 + 3.8 97.9
Sewer line A 220' S. & 40' E. of NE comer of
6 2nd bid 2 343 26.4 97.1 + 3.2 98.1
Sewer line A 220' S. & 40' E. of NE corner of
7 3rd bid 2 343 24.8 97.6 + 1.6 98.6
Sewer line A 220' S. & 40' E. of NE corner of
8 4th bid 2 343 25.3 97.4 + 2.1 98.4
Sewer line A 220' S. 8 60' E, of NE comer of
9 1st bid 2 343 24.9 102.3 + 1,7 100+
Sewer line A 220' S. & 60' E. of NE comer of
10 2nd bid 2 343 23.2 103.7 + 0,0 100+
Sewer line A 220' S. & 60' E. of NE comer of
11 3rd bid 2 343 24.7 99.5 + 1.5 100+
Sewer line A 220' S. & 60' E. of NE comer of
12 4th bid 2 343 25.6 97.9 + 2.4 98.9
• DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
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
PROJECT: Koll Center -Coppell
REPORT DATE: 06/25/01
AGG REPORT #: C01-0206-146
DISTRIBUTION:
Koll Development Company-James Williams
Hill & Wilkerson, Inc. -Kirk Woltman
Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Starve
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
Compaction: 95
Moisture: -1 to +4
Date Tested: 06/19/01
Technlclan: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
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 RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
13
1st ewer ine . o corner o
bld 3
343
22.2
97.1
-1.0
98.1
14
2nd ewer Ine . o corner o
bld 3
343
22.5
99.1
-0.7
100+
15
3rd ewer Ine . o E corner o
bld 3
344
23.0
93.9
-0.9
96.3
16
4th ewer Ine . o corner o
bld 3
344
24.1
98.6
+ 0.2
100+
17 1st Irri ation trench 50' E. of NW corner bld 2 342 24.7 98.6 + 1.2 99.8
18 2nd Irri ation trench 50' E. of NW comer bld 2 342 25.0 97.2 + 1.8 98.2
19 3rd Irri ation trench 50' E. of NW corner bld 2 343 22.2 94.1 -1.0 96.5
20 4th Irri ation trench 50' E. of NW corner bld 2 344 23.5 96.7 -0.4 99.2
21
1st ater Ine . o corner o
bld 1
342
23.6
97.4
+ 0.1
98.6
22
2nd ater Ine . o corner o
bld 1
342
22.6
102.5
-0.9
100+
23
3rd ater Ine . o corner o
bld 1
344
23.2
98.1
-0.7
100+
24
4th ater Ine . o corner o
bld 1
343
26.9
94.8
3.7
95.8
• 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
MOISTURE -DENSITY
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
Koll Development Company
Koll Center -Coppell
06/25/01
C01-0206-146
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
Y Compaction: 95
Moisture: -1 LO +4
Date Tested: 06/19/01
Technician: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
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 RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
25
1st ater ine . o corner o
bld 1
344
23.2
98.1
-0.7
100+
26
2nd ater Ine . o corner o
bId 1
344
23.0
93.9
-0.9
96.3
27
3rd ater Ine . o corner o
bld 1
344
22.9
98.2
-1.0
100+
28
4th ater Ine . o corner o
bld 1
344
25.2
97.1
+ 1.3
99.6
29
1st ater Ine . o corner o
bld 1
342
24.2
96.1
+ 0.7
97.3
30
2nd ater Ine . o corner o
bld 1
342
23.3
95.4
+ 0.1
96.4
31
3rd ater Ine . o corner o
bld 1
343
25.9
98.7
+ 2.7
99.7
32
4th ater Ine . o comer o
bld 1
343
26.3
99.9
+ 3.1
100+
' DOES NOT COMPLY WITH PROJECT SPEC/FlCAT/ONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.