Amberpoint BP-LR020719CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0338
Service Date: July 11,2002
8901 Carpantar Frwy., Suite/1100
Dallas, Taxas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 19, 2002
Project' Amberpoi,n.t Buildipn No. 1 ~
-- Amberpoint Bus. Pk. @ Coppeil
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:32am
Supplier: Hanson
Truck No: 1015
Mix I.D. No.: 7752
Plant: 27
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Ticket No: 188569
Sample Information
sample Time: 9:20am Date Cast: July 11,2002
Technician: Joseph B. Gordon
Weather Conditions: Clear
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: 13' N of SW curb @ NE entrance to project
Placement Location: Paving NE entrance to project
Result Specification Test Method
5.00 5.0 Max ASTM C-143
4.7 3-6 ASTM C-231
87 ASTM Cl 064
84 ASTM C-1064
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 07/18/2002 7 104,740 3,700
1 2 6.00 28.27 07/18/2002 7 106,870 3,780
Average 3,740
1 3 08/08/2002 28
1 4 08/08/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Joseph B. Gordon
Report Distribution:
(1) Transwestern Commercial Services
(1) TechniStructures
(1) City of Coppell -Constr Insp
(1) City o[ Coppel[ - BIdg Insp
(1) Halff Assoc Inc
(1) State Farm insurance
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates, Inc.
Reviewed by:
'HBC
Eugene Harbour
Principal
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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021029.0310
Service Date: June 20, 2002
ENGINEEP, iNG
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 19, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 4:33am
Supplier: Potter
Truck No: 104
Mix I.D. No.: 7752
Plant: 16
Ticket No: 614136
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 4:33am Date Cast: June 20, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 30
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Pavement- S & SE of building
(See attached sketch)
Field Test Data
Test Result Specification Test Method
5.00 ASTM C-143
82 ASTM C1064
76 ASTM C-1064
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 06/27/2002 7 126,650 4,480
1 2 6.00 28.27 06/27/2002 7 121,780 4,310
Average 4,400
1 3 6.00 28.27 07/18/2002 28 151,240 5,350
1 4 6.00 28.27 07/18/2002 28 149,250 5,280
Average 5,320
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 repod 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 1 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021029.0310
Service Date: June 20, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
L~NGINEER~NG
8901 Carpenter Frw,/., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 19, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 5:37am
Supplier: Potter
Truck No: 107
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory'Test Data
Result
6.00
80
77
Ticket No: 614145
Sample Information
sample Time: 6:00am Date Cast: June 20, 2002
Technician: Marvin R. Arandia
Weather Conditions: Clear
Accumulative Yards: 120
Placement Method: Pump
Sample Locations: See page 1
Placement Location: Pavement- SW of building & S & SE of
building
Specification
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 08/27/2002
2 2 6.00 28.27 06/27/2002
2 3 6.00 28.27 07/18/2002
2 4 6.00 28.27 07/18/2002
Test Method
ASTM C-143
ASTM C 1064
ASTM C-1064
Age at
Test
(days)
Maximum Compressive
Load Strength
(lbs) (psi)
7 98,850 3,500
7 100,940 3,570
Average 3,540
28 125,970 4,450
28 128,830 4,560
Average 4,510
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 2 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021029.0310
Service Date: June 20, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 19, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 7:09am
Supplier: Potter
Truck No: 104
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
6.00
80
79
Ticket No: 614157
Sample Information
Sample Time: 7:40am Date Cast: June 20, 2002
Technician: Marvin R. Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 240
Placement Method: Pump
Sample Locations: See page 1
Placement Location: Pavement- S & SE of building
Specification Test Method
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
3 1 6.00 28.27 06/27/2002
3 2 6.00 28.27 06/27/2002
3 3 6.00 28.27 07/18/2002
3 4 6.00 28.27 07/18/2002
ASTM C-143
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 107,180 3,790
7 111,850 3,960
Average 3,880
28 135,740 4,800
28 134,320 4,750
Average 4,780
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 propedies of other apparently similar or identical
materials.
Page 3 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021029.0310
Service Date: June 20, 2002
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 19, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project 'Number: 94021029
Ma terial Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:30am
Supplier: Potter
Truck No: 108
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.00
80
84
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
4 1 6.00 28.27
4 2 6.00 28.27
4 3 6.00 28.27
4 4 6.00 28.27
Ticket No: 614165
Sample Information
Sample Time: 9:20am Date Cast:June 20, 2002
Technician: Marvin R. Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 320
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: Pavement- S & SE of building
Specification
Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/27/2002 7 110,190 3,900
06/27/2002 7 111,200 3,930
Average 3,920
07/18/2002 28 131,720 4,660
07/18/2002 28 136,230 4,820
Average 4,740
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 repod 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 4 of 5
CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021029.0310
Service Date: June 20, 2002
E. NG]NF~ER]~
8901 Carpenter Frw¥., Suite #100
Dallas, Texas 75247
(214) 630-! 010
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Ste 600W
Dallas TX 75244
Report Date: July 19, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, TX
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:35am Plant: 16
Supplier: Potter '
Truck No: 420
Mix I.D. No.: 7752
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 614175
Sample Information
Sample Time: 11:00am Date Cast: June 20, 2002
Technician: Marvin R. Arandia
Weather Conditions: Partly cloudy'
Accumulative Yards: 420
Placement Method: Pump
Sample Locations: See page 1
Placement Location: Pavement- SW of building
Result Specification Test Method
5.75 ASTM C-143
85 ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
5 1 6.00 28.27 06/27/2002
5 2 6.00 28.27 06/27/2002
5 3 6.00 28.27 07/18/2002
5 4 6.00 28.27 07/18/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 95,640 3,380
7 106,540 3,770
Average 3,580
28 127,300 4,500
28 120,130 4,250
Average 4,380
Services - Obtain samples of fresh concrete at the placement locations, per/orm required field tests and cast compressive
strength samples.
Technician: Marvin R. Arandia
Report Distribution:
(1) Transwestern Commercial Services
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
HBC Eng~0g-'~
(1) Halff Assoc Inc
(1) State Farm Insurance Reviewed by:
(1) Hill & Wilkinson, Ltd.
(1) O'Brien & Associates, Inc. Eugene Harbour
Principal
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 5 of 5 0~-LLW,~-F.~o
PROJECT:
PROJECTNO.:
CALCD. BY:
CHKD BY:
DATE:
DATE:
ENGINEERING, 1NC.