Coppell CC 1B1-LR010613ALLIANCE 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: 6/13/01
AGG REPORT #: C01-0206-122
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: 6/5/01
%Moisture: -1 to+4 Technician: D. Vandergriff
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf)
343 ASTM D 698 Gra ish Brown Cla 23.2 99.0
344 ASTM D 698 Yellowish Brown Sand w/traces of Cla balls 23.9 97.5
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Waterline 25' W and 20' S of SW
1 1st Corner of Buildin #2 344 27.5 95.4 + 3.6 97.8
Waterline 25' W and 20' S of SW
2 2nd Corner of Buildin #2 344 27.2 95,7 + 3.3 98.2
Waterline 25' W and 20' S of SW
3 3rd Corner of Buildin #2 344 26.4 96.3 + 2.5 98.8
Waterline 25' W and 20' S of SW
4 4th Corner of Buildin #2 344 26.0 96.9 + 2.1 99.4
Waterline 25' W and 180' N of SW
5 1st Corner of Buildin #2 344 27.7 95.1 + 3.8 97.5
Waterline 25' W and 180' N of SW
6 2nd Corner of Buildin #2 344 27.1 95.3 + 3.2 97.7
Waterline 25' W and 180' N of SW
7 3rd Corner of Buildin #2 344 27.1 95.3 + 3.2 97.7
Waterline 25' W and 180' N of SW
8 4th Corner of Buildin #2 344 25.0 96.4 + 1.1 98.9
Waterline 40' S and 80' E of SW Corner
9 1st of Buildin #2 344 27.5 95.4 + 3.6 97.8
Waterline 40' S and 80' E of SW Corner
10 2nd of Buildin #2 344 27.4 95.4 + 3.5 97.8
Waterline 40' S and 80' E of SW Corner
11 3rd of Buildin #2 344 26.1 96.1 + 2.2 98.6
Waterline 40' S and 80' E of SW Corner
12 4th of Buildin #2 344 26.0 95.5 + 2.1 97.9
• DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC. R9
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
REPORT
IN-PLACE TESTS BY NUCLEAR METHODS (ASTM D 2922)
CLIENT: Koll Development Company
PROJECT: Koll Center -Coppell
REPORT DATE: 6/13/01
AGG REPORT #: C01-0206-122
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: 6/5/01
%Moisture: -1 to+4 Technician: D. Vanderriff
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 s98 Yellowish Brown Sand w/traces of Cla balls 23.9 97.5
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
'DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
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: 06/13/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-081 Alliance Architects -Tom Maxwell
AECC, Inc. -Andy Brundige
City of Coppell -Lee Stone
City of Coppell -Larry Davis
SPECIFICATIONS PROJECT DATA
Strength (psi): 3000 Placement Date: 05/15/01
Slump (in.j: 4 - 6 Sampled By: D. Vandergriff
Air Content (%): na Weather: Sunny
Concrete Temp (°F); 55 - 90 Supplier/Mix: Pioneer #9337
FIELD DATA SET #1
Ticket #: 683952 Time Batched: 11:45 a.m. Time Sampled: 12:30 p.m.
Slump (in.): 6.00 Air Content: na Unit Weight (pcf): na
Conc. Temp. (°F): 81 Ambient Temp. (°F): 85 Yardage (c.y.}: 10
Placement Location: Piers at D.7-11.9, D.9-11.3, D.9-11.9, D.9-8.5 and D.9-8.1
Remarks:
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #2
Time Batched: _
Air Content: _
Ambient Temp. (°F):
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM Cat, TESTED PER ASTM C39, CAPPED PER ASTM C677
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
1 A 05/22/01 7 91640 28.27 3240
B 05/22/01 7 94430 28.27 3340
C 06/12/01 28 115820 28.27 4100
D 06!12/01 28 114170 28.27 4040
E Discard
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq, in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C738, 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
the written consent of AGG. Results app! only to above tests. ALLIANCE GEOTECHNICAL GROUP
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
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
GONCRETE INSPECTION AND COMPRESSION TEST REPORT
CLIENT:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
06!13/01
C01-0206-120
REPORT 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 PROJECT DATA
Strength (psi): 3000 Placement Date: 06/04/01
Slump (in.): 5 max Sampled By: Duane Vandergriff
Air Content (%): n/a Weather: Sunny
Concrete Temp (°F): 90 Supplier/Mix: Hanson - 9337
FIELD DATA SET #1
Ticket #: 848492 Time Batched: 3:45 p.m. Time Sampled: 5:00 p.m.
Slump (in.): 4.00 Air Content: n/a Unit Weight {pct]: n/a
Conc. Temp. (°F): 89 Ambient Temp. (°F): Yardage (c.y.):
Placement Location: Piers building #1: A-8.2, A-8.5 and A-4.9
Remarks:
FIELD DATA SET #2
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pct7:
Conc. Temp. (°Fj: Ambient Temp. (°F): Yardage (c.y.):
Placement Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C677
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
1 A 06/11/01 7 77120 28.27 2730
B 06/11/01 7 76740 28.27 2710
C 07/02/01 28 28.27
D 07/02/01 28
E Hold
2
(1 j NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(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
the written consent of AGG. Results apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP
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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
06/13/01
C01-0206-118
REPORT 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 PROJECT DATA
Strength (psi): 3000
Slump (in.): 3 - 5
Air Content (%): 4 - 6
Concrete Temp (°F): 55 - 95
Placement Date: 06/04/01
Sampled By: Mike Chism
Weather: Cloudy
Supplier/Mix: Pioneer - 9337
FIELD DATA SET #1
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
810248 Time Batched: 7:10 a.m. Time Sampled:
6.0* Air Content: 2.2 Unit Weight (pct]:
84 Ambient Temp, (°F): 76 Yardage (c.y.):
7:30 a.m.
10
*Slump exceeds specifications
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #
Time Batched: Time Sampled:
Air Content: Unit Weight (pcf):
Ambient Temp. (°F): Yardage (c.y.):
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 06/07/01 3 74590 28.27 2640
B 06/07/01 3 76840 28.27 2720
1 C 06/11/01 7 94250 28.27 3330
D 06/11!01 7 93250 28.27 3300
E 07/02/01 28 28.27
F 07/02/01 28 28.27
G Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq, in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, Ci72, C231
Note: This report is for the exclusive use of the Client addressed.
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results apply only to above tests. ALLIANCE GEOTECHNICAL GROUP
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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
06/13/01
C01-0206-118
REPORT 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 PROJECT DATA
Strength (psi):
Slump (in.):
3000
Air Content (%): 4 - 6
Concrete Temp (°F): 55 - 95
Time Batched:
Air Content:
Ambient Temp. (°F):
FIELD DATA SET #2
Ticket #: 848451 Time Batched: Time Sampled: 8:30 a.m.
Slump (in.): 5.5' Air Content: 2.0 Unit Weight (pcf): n/a
Conc. Temp. (°F): 83 Ambient Temp. (°F): 78 Yardage (c.y.): 10
Placement Location: Panel #3
Remarks: "Slump exceeds sp ecifications
FIELD DATA SET #
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Placement Date: 06/04/01
Sampled By; Mike Chism
Weather: Cloudy
Supplier/Mix: Pioneer - 9337
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 06/07/01 3 87280 28.27 3090
B 06/07/01 3 80990 28.27 2860
2 C 06/11/01 7 96010 28.27 3400
D 06/11/01 7 96640 28.27 3420
E 07/02/01 28 28.27
F 07/02/01 28 28.27
G Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C738, 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
the written consent of AGG. Results apply only to above tests. ALLIANCE GEOTECHNICAL GROUP
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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
06/13/01
C01-0206-118
REPORT 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 PROJECT DATA
Strength (psi):
Slump (in.):
Air Content (%):
Concrete Temp (°F):
3000 Placement Date:
3 - 5 Sampled By:
4 - 6 Weather:
55 - 95 Supplier/Mix:
Ticket #: 848461
Slump (in.): 6.0'
Conc. Temp. (°F): 84
FIELD DATA SET #3
Time Batched:
Air Content: 1.8
Ambient Temp. (°F): 80
Placement Location: Panel #15
Remarks: 'Slump exceeds specifications
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
FIELD DATA SET #
Time Batched: _
Air Content: _
Ambient Temp. (°F): _
Time Sampled: 10:15 a.m.
Unit Weight (pcf): n/a
Yardage (c.y.): 10
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
06/04/01
Mike Chism
Cloudy
Pioneer - 9337
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 06/07/01 3 67850 28.27 2400
B 06/07/01 3 73480 28.27 2600
3 C 06/11/01 7 83840 28.27 2970
D 06/11/01 7 84100 28.27 2970
E 07/02/01 28 28.27
F 07/02/01 28 28.27
G Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(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
the written consent of AGG. Results apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP
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
PROJECT: Koll Center -Coppell
REPORT DATE: 06/13/01
AGGREPORT#: C01-0206-118
REPORT 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 PROJECT DATA
Strength (psi): 3000
Slump (in.): 3 - 5
Air Content (%): 4 - 6
Concrete Temp (°F): 55 - 95
Placement Date: 06/04/01
Sampled By: Mike Chism
Weather: Cloudy
Supplier/Mix: Pioneer - 9337
FIELD DATA SET #4
Ticket #: 84880 Time Batched: 11:51 a.m. Time Sampled: 12:20 p.m.
Slump (in.): 6.0* Air Content: 1.6 Unit Weight (pcf): n/a
Conc. Temp. (°F): 84 Ambient Temp. (°F): 84 Yardage (c.y.): 10
Placement Location: Panel #23
Remarks: 'Slump exceeds sp ecifications
FIELD DATA SET #
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, CAPPED PER ASTM C677
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 06/07/01 3 79970 28.27 2830
B 06/07/01 3 76620 28.27 2710
4 C 06/11/01 7 89650 28.27 3170
D 06/11/01 7 91870 28.27 3250
E 07/02/01 28 28.27
F 07/02/01 28 28.27
G Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq, in., UNLESS NOTED ABOVE.
{2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE AS7M 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
the written consent of AGG. Results apply only to above tests.
ALLIANCE GEOTECHNICAL GROUP
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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center -Coppell
06/13/01
C01-0206-076
REPORT 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 PROJECT DATA
Strength (psi): 4000 Placement Date: 05/14/01
Slump (in.): 4 - 6 Sampled By: D. Vandergriff
Air Content (%): na Weather: Partly Cloudy
Concrete Temp (°F): 55 - 90 Supplier/Mix: Pioneer #7752
FIELD DATA SET #1
Ticket #: 698897 Time Batched: 1:55 p.m. Time Sampled: 2:45 p.m.
Slump (in.): 5.00 Air Content: n/a Unit Weight (pcf): n/a
(°F):
Temp
Conc 85 Ambient Temp. (°F): 90 Yardage (c.y.): 5 of 5
.
.
Placement Location: SS #3 Inlet
Remarks:
FIELD DATA SET #2
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pcf):
(°F):
Temp
Conc Ambient Temp. (°F): Yardage (c.y.):
.
.
Placement Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C37, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
1 A 05/21/01 7 110390 28.27 3900
B 06111 /01 28 134160 28.27 4750
C 06/11/01 28 138520 28.27 4900
D Discard
2
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(3) TEST RESULTS COMPLY WITH PROJECT SPECIFICATIONS UNLESS INDICATED IN NOTES.
(4) FIELD TESTS ARE PER APPLICABLE ASTM STANDARDS: C138, C143, Ci72, C237
Note: This report is for the exclusive use of the Client addressed. 1Cfl~~ -~.~
This report may not be reproduced except in its entirety, without
the written consent of AGG. Results apply only to above tests. ALLIANCE GEOTECHNICAL GROUP
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:
PROJECT:
Koll Development Company
Koll Center -Coppell
06/13/01
C01-0206-123
REPORT DISTRIBUTION:
REPORT DATE:
AGG REPORT #:
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 PROJECT DATA
Strength (psi):
Slump (in.):
3000
5 max
Air Content (%): n/a
Concrete Temp (°F): 50 - 90
FIELD DATA SET #2
Time Batched: _
Air Content: _
Ambient Temp. (°F):
Placement Date:
Sampled By:
Weather:
Supplier/Mix:
FIELD DATA SET #1
Ticket #: 640199 Time Batched: 1:33 p.m. Time Sampled: 2:45 p.m.
Slump (in.): 5.00 Air Content: n/a Unit Weight (pcf): n/a
Conc. Temp. (°F): 88 Ambient Temp. (°F): 84 Yardage (c.y.): 10
Placement Location: Building #3 panel P-47
Remarks:
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
06/05/01
Duane Vandergriff
Sunny
Pioneer- 9337
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # C tinder # Test Date A e Da s Max. Load Ibs Areas . in. Stren th si FC Notes
A 06/08/01 3 70310 28.27 2490
1 B 06/08/01 3 73030 28.27 2580
C 06/12/01 7 88780 28.27 3140
D 06/12/01 7 84420 28.27 2990
E 07/03/01 28 28.27
F 07/03/01 28 28.27
G Hold
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) TYPE "A" CONE FRACTURE UNLESS INDICATED OTHERWISE IN NOTES.
(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
the written consent of AGG. Results apply only to above tests.
~L G •~
ALLIANCE GEOTECHNICAL GROUP
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: Koll Center -Coppell KoII Development Company -James Williams
REPORT DATE: 6/13/01 Hill & Wilkerson, Inc. -Kirk Woltman
AGG REPORT #: C01-0206-121 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:
Techn(clan:
CURVE DATA
CURVE
NO. TEST
METHOD
MATERIAL DESCRIPTION OPTIMUM
MOISTURE MAX. DRY
DENSITY (pcf)
344 ASTM D 698 Yellowish Brown Sand wltraces of Cla balls 23.9 97.5
IN-PLACE TEST RESULTS
TEST
NO. ELEVATION
OR LIFT
LOCATION REF.
CURVE °/a
MOISTURE DRY
DENSITY MOISTURE
DEVIATION
DENSITY
1
1st Electrical Trench 50' W and 255' S of
the NW Corner of Buildin #2
344
27.6
92.9
+ 3.7
95.3
2
2nd Electrical Trench 30' W and 255' S of
the NW Corner of Buildin #2
344
26.1
93.3
+ 2.2
95.7
• DOES NOT COMPLY WITH PROJECT
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC. j
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