Coppell CC 1B1-LR010719 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 Koll Development Company - James Williams
REPORT DATE: 07/19/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-188 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: 07/16/01
% Moisture: -2 to +2 Technician: D. Vander~riff
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY(pc~
950 ASTM D 698 Reddish Brown Clayey Sand 12.8 117.5
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Building #3, west wall 60' N. of SW comer
'1 3rd leaveouts 950 9.9 111.9 -2.9 95.2
2R 3rd Retest of Test #1, above 950 12.1 111.7 -0.7 95.1
* DOES NOT COMPLY I/VITH 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: Koll Center - Coppell Koll Development Company - James Williams
REPORT DATE: 07/19/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-193 Alliance Architects - Tom Maxwell
AECC, Inc. - Andy Brundige
City of Coppell - Lee Stone
City of Coppell - Larry Davis
SPECIFICATIONS TEST DATA
% Compaction: 90 Date Tested: 07/17/01
% Moisture: +4 above opt Technician: D. Vander~]riff
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf)
A ASTM D 698 2/3 Dark Brown Clay & 1/3 Reddish Brown Clayey Sand 20.3 104.2
B ASTM D 698 1/2 Dark Brown Clay & 1/2 Reddish Brown Clayey Sand 18.4 107.5
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE MOISTURE DENSITY DEVIATION DENSITY
Building #3, east wall 100' N. of S. wall,
1 2nd leavouts A 26.2 96.0 + 5.9 92.1
Building #3, east wall 225' N. of S. wall,
2 1st leaveouts B 23.7 96.9 + 5.3 90.1
Building #3, east wall 325' N. of S. wall,
3 1st leaveouts B 24.4 96.9 + 6.0 90.1
* DOES NOT COMPLY WITH PROJECT SPECIPICA TIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC.
-'~LLIANCE GEOTECHNICAL GRC''~
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: 07/19/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-147 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: 06/20/01
Slump (in.): 5 max Sampled By: Duane Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter #7752
FIELD DATA SET #3
Ticket #: 612010 Time Batched: 9:20 a.m. Time Sampled: 10:00 a.m.
Slump (in.): 5.5* Air Content: 4.5 Unit Weight (pcf): na
Conc. Temp. (°F): 89 Ambient Temp. (°F): 87 Yardage (c.y.): 240 of 700
Placement Location: Paving Area West of Building #2 230' S and 50' W of the NW Corner
Remarks: *Slump exceeds specifications
FIELD DATA SET #4
Ticket #: 612020 Time Batched: 10:58 a.m. Time Sampled: 11:30 a.m.
Slump (in.): 4.50 Air Content: 4.8 Unit Weight (pct'): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 90 Yardage (c.y.): 340 of 700
Placement Location: 270' S and 30' W of the NW Corner of Building #2
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31 AND TESTED PER ASTM C39
Set # Cylinder # Test Date A~le (Days) Max. Load Ilbs) Area Isq. in.) Stren~lth (psi) F Notes
A 06/27/01 7 78830 28.27 2790
3 B 06/27/01 7 79840 28.27 2820
C 07/18/01 28 98920 28.27 3500 C *
D 07/18/01 28 98910 28.27 3500 D * Does not meet specs.
E 08/15/01 56
A 06/27/01 7 89840 28.27 3180
4 B 06/27/01 7 92580 28.27 3270
C 07/18/01 28 107390 28.27 3800 C *
D 07/18/01 28 109120 28.27 3860 D * Does not meet specs.
E 08/15/01 56
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=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 ~
I Note: This report is for the exclusive use of the Client addressed. I
IThis report may not be reproduced except in its entirety, without ~
Ithe written consent of AGG. Results apply only to above tests.I 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 Koll Development Company - James Williams
REPORT DATE: 07/19/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-194 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: 07/17/01
% Moisture: -2 to +2 Technician: D. Vander~iriff
MATERIAL REFERENCE CURVE DATA
CURVE TEST OPTIMUM MAX. DRY
NO. METHOD MATERIAL DESCRIPTION MOISTURE DENSITY (pcf
A ASTM D 698 1/2 of 950 and 1/2 of 949 12.6 115.8
950 ASTM D 698 Reddish Brown Clayey Sand 23.9 97.5
949 ASTM D 698 Yellowish Brown Clayey Sand 12.5 114.2
IN-PLACE TEST RESULTS
TEST ELEVATION REF. % DRY MOISTURE %
NO. OR LIFT LOCATION CURVE' MOISTURE DENSITY DEVIATION DENSITY
Building #3 entry west side, 155' S. of NW
I 1st corner 949 14.1 109.6 + 1.6 96.0
Building #3 entry west side, 155' N. of SW
2 1st corner 949 12.5 108.5 + 0.0 95.0
Building #3 entry west side, 155' S. of NW
3 2nd corner 949 10.6 109.7 -1.9 96.1
Building #3 entry west side, 155' N. of SW
*4 2nd corner 949 8.7 107.7 -3.8 94.3
5R 2nd Retest of Test #4, above 949 13.4 109.5 + 0.9 95.9
* DOES NOT COMPLY WITH PROJECT SPECIFICATIONS
Notes:
ALLIANCE GEOTECHNICAL GROUP, INC. ,~~
~-'~,LLIANCE GEOTECHNICAL GRC'''~
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: 07/19/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-147 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: 06/20/01
Slump (in.): 5 max Sampled By: Duane Vandergriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter #7752
FIELD DATA SET #5
Ticket #: 612033 Time Batched: 12:22 p.m. Time Sampled: 1:00 p.m.
Slump (in.): 6.0' Air Content: 5.5 Unit Weight (pcf): na
Conc. Temp. (°F): 93 Ambient Temp. (°F): 95 Yardage (c.y.): 440 of 700
Placement Location: Paving Area West of Building #2 68' N and 60' W of the SW Corner
Remarks: *Slump exceeds specifications
FIELD DATA SET #6'
Ticket #: 612044 Time Batched: 2:11 p.m. Time Sampled: 2:45 p.m.
Slump (in.): 5.00 Air Content: 5.2 Unit Weight (pcf): na
Conc. Temp. (°F): 90 Ambient Temp. (°F): 95 Yardage (c.y.): 540 of 700
Placement Location: 10' N of 60' W of SW Corner of Building #2
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31 AND TESTED PER ASTM C39
Set # Cylinder # Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Stren~lth (psi) F Notes
A 06/27/01 7 83780 28.27 2960
5 B 06127/01 7 80410 28.27 2840
C 07/18/01 28 959g0 28.27 3400 D *
D 07/18/01 28 101050 28.27 3570 B * Does not meet specs.
E 08/15/01 56
A 06/27/01 7 85210 28.27 3010
6 B 06/27/01 7 85660 28.27 3030
C 07/18/01 28 102970 28.27 3640 D *
D 07/18/01 28 106340 28.27 3760 B * Does not meet specs.
E 08/15/01 56
(1) NORMAL CYLINDER ;IZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=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
INote: This report is for the exclusive use of the Client addressed.I ~~-
IThis report may not be reproduced except in its entirety, without
Ithe written consent of AGG. Results apply only to above tests. ALLIANCE GEOTECHNICAL GROUP
~'_LIANCE GEOTECHNICAL GROr'''
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: 07/19/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-148 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): 4200 Placement Date: 06/20/01
Slump (in.): 3 max Sampled By: Duane Vander~lriff
Air Content (%): 4 - 6 Weather: Sunny
Concrete Temp (°F): 95 Supplier/Mix: Lattimore - 42
FIELD DATA SET #1
Ticket #: 102971 Time Batched: 3:41 p.m. Time Sampled: 4:30 p.m.
Slump (in.): 3.00 Air Content: 5.2 Unit Weight (pcf): n/a
Conc. Temp. (°F): 90 Ambient Temp. (°F): 96 Yardage (c.y.): 6
Placement Location: Box culvert 100' E. and 20' N. of NE corner of buildin~l #1
Remarks:
FIELD DATA SET #
Ticket #: Time Batched: Time Sampled:
Slump (in.): Air Content: Unit Weight (pcf):
Conc. Temp. (°F): Ambient Temp. (°F): Yardage (c.y.):
Placement Location:
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39
Set# Cylinder# Test Date Age (Days) Max. Load (lbs) Area (sq. in.) 'Strength (psi) FC Notes
A 06/27/01 7 115460 28.27 4080
1 B 07/18/01 28 143190 28.27 5070 D
C 07/18/01 28 137060 28.27 4850 D
D Discard
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=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
INote: 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
--LLIANCE GEOTECHNICAL GRO'""
GEOTECHNICAL AND L;ONSTRUCTION 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: 07/19/01 Hill & Wilkerson, Inc. - Kirk Woltman
AGG REPORT #: C01-0206-147 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: 06/20/0_1
Slump (in.): 5 max Sampled By: Duane Vander~iriff
Air Content (%): 3.5 to 6.5 Weather: Sunny
Concrete Temp (°F): 95 max Supplier/Mix: Potter #7752
FIELD DATA SET #1
Ticket #: 611989 Time Batched: 6:48 a.m. Time Sampled: 7:30 a.m.
Slump (in.): 5.00 Air Content: 7.5* Unit Weight (pcf): n/a
Conc. Temp. (°F): 86 Ambient Temp. (°F): 76 Yardage (c.y.): 30 of 700
Placement Location: Pavin~l Area West of Buildin~l #2 50' S and 50' W of NW Corner
Remarks: *Air content exceeds specifications - Had batch plant reduce air. Re-checked on truck #8.
FIELD DATA SET #2
Ticket #: 612000 Time Batched: 8:16 a.m. Time Sampled: 9:00 a.m.
Slump (in.): 5.00 Air Content: 5.0 Unit Weight (pcf): na
Conc. Temp. (°F): 89 Ambient Temp. (°F): 83 Yardage (c.y.): 140 of 700
Placement Location: 150' S and 50' W of NW Corner of Building #2
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31 AND TESTED PER ASTM C39
Set# Cylinder# Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi) F Notes
A 06/27/01 7 85240 28.27 3020
1 B 06/27/01 7 85620 28.27 3030
C 07/18/01 28 97830 28.27 3460 D *
D 07/18/01 28 100340 28.27 3550 A * Does not meet specs.
E 08/15/01 56
A 06/27/01 7 97500 28.27 3450
2 B 06/27/01 7 96530 28.27 3410
C 07/18/01 28 114220 28.27 4040 B
D 07/18/01 28 115100 28.27 4070 C
E Discard
(1) NORMAL CYLINDER SIZE 6" X 12", AREA 28.27 sq. in., UNLESS NOTED ABOVE.
(2) FAILURE TYPE A=CONE, B=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 ~
INote: This report is for the exclusive use of the Client addressed.
IThis report may not be reproduced except in its entirety, without ~
~the written consent of AGG. Results apply only to above tests. ALLIANCE GEOTECHNICAL GROUP