Coppell CC 1B1-LR010620 ,LLIANCE GEOTECHNICAL GRO
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
06/20/01
C01-0206-136
SPECIFICATIONS
Strength (psi): 4000
Slump (in.): 5
Air Content (%): 3.5 - 6.5
ConcreteTemp (°F): 95 max
Ticket #: 848658
Slump (in.): 5.00
Conc. Temp. (°F): 87
Placement Location:' Pavin
Remarks:
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
Remarks:
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
PROJECT DATA
Placement Date: 06/1 1/01
Sampled By: Duane Vandergriff
Weather: Sunny
Supplier/Mix: Hanson #7752
6:35 a.m. Time Sampled:
na Unit Weight (pcf):
: 83 Yardage (c.y.):
#3 200' S and 30' W of NW Corner
7:15 a.m.
n/a
10 of 650
FIELD DATA SET #2
848668 Time Batched: 8:00 a.m. Time Sampled:
5.00 Air Content: na Unit Weight (pcf):
90 Ambient Temp. (°F): 85 Yardage (c.y.):
Paving on West Side of Building #3 350' S and 30' W of NW Corner
8:45 a.m.
n/a
10 of 650
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
,Set # Cylinder# Test Date Age (DaysI vlax. Load (lbs)Area (sq. in.) Strength (psi)FC Notes
A 06/18/01 7 119520 28.27 4230
1 B 06/18/01 7 117620 28.27 4160
C 07/09/01 28 28.27
D 07/09/01 28 28.27
hold
A 06/18/01 7 91350 28.27 3230
2 B 06/18/01 7 96150 28.27 3400
C 07/09/01 28 28.27
D 07/09/01 28 28.27
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
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 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:
PROJECT:
REPORT DATE:
AGG REPORT #:
Koll Development Company
Koll Center- Coppell
06/20/01
C01-0206-138
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
Strength (psi): 4000
Slump (in.): 5 max
Air Content (%): 3.5 - 6.5
Concrete Temp (°F): 95 max
PROJECT DATA
Placement Date: 06/12/01
Sampled By: Duane Vandergriff
Weather: Sunny
Supplier/Mix: Hanson #9349
FIELD DATA SET #3
Ticket Cf: Time Batched: 12:30 p.m.
Slump (in.): 5.00 Air Content: na
Conc. Temp. (°F): 91 Ambient Temp. (°F): 91
Placement Location: Buildin~l #1 slab at N. end A-C, 0-1.5
Time Sampled: 1:30 p.m.
Unit Weight (pcf): n/a
Yardage (c.y.): 10
Remarks:
FIELD DATA SET #-4
Ticket Cf: 727532 Time Batched:
Slump (in.): 4.00 Air Content:
Conc. Temp. (°F): 93 Ambient Temp. (°F):
Placement Location: Manhole on sanitar}/sewer 12
Remarks:
3:00 p.m. Time Sampled: 4:15 p.m.
5.0 Unit Weight (pcf): na
93 Yardage (c.y.): 5
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
SetCf Cylinder Cf Test Date A~le (Days) Max. Load (Ibs)l Area (sq. in.) Strength (psi) FC Notes
A 06/19/01 7 126980 28.27 4490
3 B 06/19/01 7 120440 28.27 4260
C 07/10/01 28 28.27
D 07/10/01 28 28.27
E Hold
A 06/19/01 7 96690 28.27 3420
4 B 06/19/01 7 97990 28.27 3470
C 07/10/01 28 28.27
D 07/10/01 28 28.27
E 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
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 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
06/20/01
C01-0206-138
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
Strength (psi): 4000
Slump (in.): 5 max
Air Content (%): 3.5 - 6.5
Concrete Temp (°F): 95 max
PROJECT DATA
Placement Date: 06/12/01
Sampled By: Duane Vandergriff
Weather: Sunny
Supplier/Mix: Hanson #9349
FIELD DATA SET #1
Ticket #: 848725 Time Batched: 6:30 a.m. Time Sampled:
Slump (in.): 4.50 Air Content: 5.5 Unit Weight (pct'):
Conc. Temp. (°F): 90 Ambient Temp. (°F): 79 Yardage (c.y.):
Placement Location: Paving west side of bldg #3 - 50' N. and 50' W. of SW corner
Remarks:
7:45 a.m.
n/a
4O
FIELD DATA SET #2
Ticket#: 862585 Time Batched: 8:40 a.m. Time Sampled:
Slump (in.): 5.00 Air Content: 5.5 Unit Weight (pcf):
Conc. Temp. (°F): 91 Ambient Temp. (°F): 79 Yardage (c.y.):
Placement Location: Paving west side of bldg #2 - 20' N. and 50' W. of NW corner
Remarks:
9:45 a.m.
Da
140
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set # Cylinder# Test Date Age (Days) Max. Load (lbs) Area (sq. in.) Strength (psi) FCI Notes
A 06/19/01 7 114130 28.27 4040
1 B 06/19/01 7 111040 28.27 3930
C 07/10/01 28 28.27
D 07/10/01 28 28.27
E Hold
A 06/19/01 7 73410 28.27 2600
2 B 06/19/01 7 77060 28.27 2730
C 07/10/01 28 28.27
D 07/10/01 28 28.27
E 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.
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 GROI
GEOTECHNICAL AND CONSTRUCTION MATERIALS ENGINEERING AND TESTING
10010 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
6/20/01
C01-0206-136
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
Strength (psi): 4000
Slump (in.): 5
Air Content (%): 3.5 - 6.5
Concrete Temp (°F): 95 max
PROJECT DATA
Placement Date: 6/11/01
Sampled By: Duane Vandergriff
Weather: Sunny
Supplier/Mix: Hanson #7752
FIELD DATA SET #5
Ticket #: 848709 Time Batched: 2:00 p.m.
Slump (in.): 5.00 Air Content: 5.5
Conc. Temp. (°F): 95 Ambient Temp. (°F): 97
Placement Location: Paving on W Side of Building #3 50' S and 35' W
Remarks:
Time Sampled: 3:00 p.m.
Unit Weight (pcf): n/a
Yardage (c.y.): 420 of 420
Ticket #:
Slump (in.):
Conc. Temp. (°F):
Placement Location:
FIELD DATA SET #
Time Batched:
Air Content:
Ambient Temp. (°F):
Time Sampled:
Unit Weight (pcf):
Yardage (c.y.):
Remarks:
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set# Cylinder# Test Date Age (Days) Max. Load (lbsI Area (sq. in.) Strength (psi) FC Notes
A 6/18/01 7 101530 28.27 3590
D B 6/18/01 7 100920 28.27 3570
C 7/9/01 28 28.27
D 7/9/01 28 28.27
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
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
.LIANCE GEOTECHNICAL GROt
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
6/20/01
C01-0206-136
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
Strength (psi): 4000
Slump (in.): 5
Air Content (%): 3.5 - 6.5
Concrete Temp (°F): 95 max
PROJECT DATA
Placement Date: 6/11/01
Sampled By: Duane Vandergriff
Weather: Sunny
Supplier/Mix: Hanson #7752
FIELD DATA SET #3
Ticket #: 848679 Time Batched: 9:25 a.m. Time Sampled:
Slump (in.): 4.50 Air Content: 4.5 Unit Weight (pct'):
Conc. Temp. (°F): 90 Ambient Temp. (°F): 90 Yardage (c.y.):
Placement Location: Paving on W Side of Buildin~l #3 300' S and 20' W of NW Corner
Remarks:
10:30 a.m.
n/a
210 of 650
FIELD DATA SET #4
Ticket #: 848696 Time Batched: 12:15 p.m. Time Sampled:
Slump (in.): 5.00 Air Content: 6.5 Unit Weight (pcf):
Conc. Temp. (°F): 94 Ambient Temp. (°F): 96 Yardage (c.y.):
Placement Location: Paving on W Side of Building #3 200' S and 50' W of NW Corner
Remarks:
1:00 p.m.
n/a
320 of 650
CONCRETE COMPRESSION TEST RESULTS
CYLINDERS MOLDED AND CURED PER ASTM C31, TESTED PER ASTM C39, CAPPED PER ASTM C617
Set#1 Cylinder# Test Date Age/Days) Max. Load/lbs) Area (sq. in.)Strength (psi)FC Notes
A 6/18/01 7 109770 28.27 3880
3 B 6/18/01 7 110320 28.27 3900
C 7/9/01 28 28.27
D 7/9/01 28 28.27
hold
A 6/18/01 7 79610 28.27 2820
4 B 6/18/01 7 79280 28.27 2800
C 7/9/01 28 28.27
D 7/9/01 28 28.27
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
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