Amberpoint BP-LR020619CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0303
Service Date: June 11,2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
ENGIN~f!IUNG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
i1
Report Date:~J~'~9, 2002 ~
Project: ,~ffberpoint Building No.~
~mberpoint Bus. Pk. @~'oppell
(~ppell, T exas_~,~"
Project N u r~l~'~'~I~''Z~29
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 5:31am
Supplier: Potter
Truck No: 105
Mix I.D. No.: 7752
Plant: 16
Ticket No: 614051
Sample Information
Sample Time: 6:15am Date Cast: June 11,2002
Technician: Joey Gordon
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Paving- NW corner of building to SW
corner of building & SW corner of building
to SW loading dock to 20' W of W wall
Field Test Data
Test
Sample location: 30' S of NW corner of
building & 12' W of W wall
Result Specification Test Method
5.75 4-6 ASTM C-143
4.2 3-6 ASTM C-231
76 ASTM C1064
74 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
1 1 6.00 28.27 06/18/2002 7 101,050 3,570
1 2 6.00 28.27 06/18/2002 7 101,490 3,590
Average 3,580
1 3 07/09/2002 28
1 4 07109/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
lhe tests were performed in general accordance with applicable ASTM, AASHIO, or DOT test methods, lhis report is exclusively for the use of the cliont
indicated above and shall not ~ reproduced except in lull mthout the wd~en approval of Termcon. Test results tmnsm~e0 herein am only applicable
to the actual samples tested at the location(s) re[stunted and are not necessarily indicative of tho pro~die* of other apparently similar or identical
materials. Page 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0303
Service Date: June 11,2002
8901 Carpenter Frwy,, Suite#100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: June 19, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppetl, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 6:27am Plant: 16
Supplier: Potter
Truck No: 105
Mix I.D. No.: 7752
Field Test Data
Test
Ticket No: 059
Sample Information
Sample Time: 7:05am
Technician: Joey Gordon
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: See page 1
Date Cast: June 11,2002
Sample location: 70' S of NW corner of
building & 6' W of W wall
Result Specification Test Method
Slump, inches: 6.00 4-6 ASTM C-143
Air Content, %: 4.6 3-6 ASTM C-231
Concrete Temperature,° F: 76 ASTM C1064
Ambient Temperature, o F: 73 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 1 6.00 28.27 06/18/2002 7 102,780 3,630
2 2 6.00 28.27 06/18/2002 7 108,480 3,840
Average 3,740
2 3 07/09/2002 28
2 4 07/09/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were pedormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prepedies of other apparently similar or identical
materials.
Page 2 of 4 o~ ~w~,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0303
Service Date: June 11,2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: June 19, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 8:11am Plant: 16
Supplier: Potter
Truck No: 112
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 5.75
Air Content, %: 4.1
Concrete Temperature,o F: 85
Ambient Temperature, o F: 82
Plastic Unit Weight, pcf:
Laboratory Test' Data
Ticket No: 614072
Sample Information
Sample Time: 9:05am
Technician: Joey Gordon
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: See page I
Date Cast: June 11, 2002
Sample location: 40' N of SW corner of
building & 12'W of Wwall
Specification Test Method
4-6 ASTM C-143
3-6 ASTM C-231
ASTM C1064
ASTM C-1064
3 3 07/09/2002
3 4 07/09/2002
Age at
Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
3 1 6.00 28.27 06/18/2002 7 101,670 3,600
3 2 6.00 28.27 06/18/2002 7 102,900 3,640
Average 3,620
28
28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 3 of 4 o~ ~o,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0303
Service Date: June 11,2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: June 19, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 9:21am Plant: 16
Supplier: Potter
Truck No: 112
Mix I.D. No.: 7752
Field Test Data
Test
Ticket No: 614080
Sample Information
Sample Time: 10:10am
Technician: Joey Gordon
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: SW loading dock, 10' S of S wall
Placement Location: See page 1
Date Cast: June 11, 2002
Result Specification Test Method
Slump, inches: 6.00 4-6 ASTM C-143
Air Content, %: 4.5 3-6 ASTM C-231
Concrete Temperature, o F: 83 ASTM C1064
Ambient Temperature, o F: 79 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
4 1 6.00 28.27 06/18/2002 7 108,520 3,840
4 2 6.00 28.27 06/18/2002 7 102,470 3,620
Average 3,730
4 3 07/09/2002 28
4 4 07/09/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Joey Gordon
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Bden & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engine/g~
Eugene Harbour
Principal
The tests were ped'ormed in general accordance with applicable ASTM, AASHTO. or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the propedies of other apparently similar or identical
materials.
Page 4 of 4