Coppell CC 1B1-LR010806ALLIANCE 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: 8/6/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-199 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS TEST DATA
°/ Compaction: 97% Date Tested: 7124/01
°, Moisture: -2 to +3 Technician: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
343 ASTM D 698 Gra ish Brown Cla 23.2 99.0
344 ASTM D 698 Dark Brown Cla 23.9 97.5
346 ASTM D 698 Gra & Yellowish Brown Cla 18.2 108.1
IN-PLACE TEST R ESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1
final Paving Area E of Building #3 50' E & 30'
S of NE Corner of Buildin #3
344
22.1
97.0
-1.8
99.5
2
final Paving Area E of Building #3 40' E &
150' S of NE Corner of Buildin #3
343
21.4
98.1
-1.8
99.1
3
final Paving Area E of Building #3 85' E &
155' S of NE Corner of Buildin #3
346
17.9
106.1
-0.3
98.1
4
final Paving Area E of Building #3 60' E &
210' S of NE Corner of Buildin #3
346
16.7
107.6
-1.5
99.5
• DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
ALLIANCE GEOTECHNICAL GROUP
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10610 Newkirk Street, Suite 202, Dallas, Texas 75220 Phone: 972-444-8889 Fax: 972-444-8893
CONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT: Koll Development Company REPORT DISTRIBUTION:
PROJECT: Koll Center -Coppell Koll Development Company -James Williams
REPORT DATE: 08/06/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-203 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
BDD, Inc. -Russell Williams
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 4000 Placement Date: 07/26/01
Slump (in.): 5 max Sampled By: D. Vandergriff
Air Ccntent (%): na NJeather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter - 9349
FIELD DATA SET #1
Ticket #: 613366 Time Batched: 7:46 a.m. Time Sampled: 8:30 a.m.
Slump (in.): 5.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 94 Ambient Temp. (°F): 91 Yardage (c.y.): 10
Placement Location: Building #2 leaveout 10' W. of NE corner
Remarks:
FIELD DATA SET #2
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Time Batched:
Air Content:
Ambient Temp. (°F):
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 08/02/01 7 111840 28.27 3960 D
1 B 08/02/01 7 106870 28.27 3780 D
C 08/23/01 28 28.27
D 08/23/01 28 28.27
E Hold
2
(1) NORMAL CYLINDER SIZE 6" X 12", ARFA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, 6=CONE AND SPLIT, C=CONE AND SHEAR, D=SHEAR, E=COLUMNAR
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, C172, C231
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without LLI NCE GEOTECHNICAL GROUP
the written consent of AGG. Results apply only to above tests.
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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
08/06/01
C01-0206-198A
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: 90%
Moisture: +4 abOVe apt
RE
Date Tested: 07/23/01
Technician: D. Vande
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
949 ASTM D 698 Yellowish Brown Sand Cla 12.5 114.2
IN-PLACE TEST R ESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE %
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1
1st Lift Building #2 Leave Out 30' E of NW
Corner
949
18.9
103.1
+ 6.4
90.3
2*
1st Lift Bull Ing 2 Leave ut 50 o N
Corner
949
15.5
100.5
+ 3.0
88.0
3*
1st Lift ul ding 2 Leave ut 140' o N
Corner
949
16.0
102.1
+ 3.5
89.4
4*
1st Lift Bul Ing Leave Out 2 0 N o
Corner
949
15.7
101.4
+ 3.2
88.8
5 1st Lift Re-Test of #2 from this date 949 18.5 102.8 + 6.0 90.0
6 1st Lift Re-Test of #3 from this date 949 16.7 105.1 + 4.2 92.0
7 1st Lift Re-Test of #4 from this date 949 17.5 103.9 + 5.0 91.0
8*
1st Lift ullding 2 eave ut 125 0
Corner
949
18.7
101.0
+ 6.2
88.4
9 1st Lift Re-Test of #8 from this date 949 18.0 103.6 + 5.5 90.7
'DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes: `Tests did not comply. Re-tests were take
ALLIANCE GEOTECHNICAL GROUP, INC.