Amberpoint BP 2R-LR060327CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94051418.0222
Service Date: February 24, 2006
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
rerf; con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: Mamh 27, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi (~ 28 Days
Batch Time: 8:49am Plant: 2
Supplier: Potter Concrete
Truck No: 123 Ticket No: 103221
Mix I.D. Ne.: 7752
Sample Information
Date Cast: February 24, 2006 Time: 9:35am
Technician: Daniel J. Drogos
Weather Conditions: Overcast, cool
Accumulative Yards: 220
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #1
Placement Location: Pavement
Field Test Data
Teat
Result
Slump, inches: 4.75
Air Content, %: 3.4
Concrete Temperaturep F: 60
Ambient Temperature,o F: 57
Plastic Unit Weight, pcf: 143.2
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (scI. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
Services -
Specification
Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM Cl 064
ASTM Cl 38
Age at Maximum Compressive
Date Test Load Stren~.th
Tested (days) (lbs) (psi)
03/03~2006 7 128,870 4,560
03/24/2006 28 176,290 6,230
03/24/2006 28 177,950 6,290
6,260
Average (28 Days)
4 04/21/2006 56
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 consent of our company. 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
Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94051418.0222
Service Date: February 24, 2006
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date: March 27, 2006
'll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 830-1010
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi ~ 28 Days
Batch Time: 10:00am Plant: 2
Supplier: Potter Concrete
Track No: 109 Ticket No: 103232
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 3.5
Concrete Temperature,o F: 63
Ambient Temperature,o F: 57
Plastic Unit Weight, pcf: 143.7
Laborator~ Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3 6.00 28.27
2 4
Sample Information
Date Cast: February 24, 2006 Time: 10:13am
Technician: Daniel J. Drogos
Weather Conditions: Overcast, cool
Accumulative Yards: 330
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #2
Placement Location: Pavement
Specification
3-5
3-6
Date
Tested
03/03/2006
03/24/2006
03/2412006
04/21/2006
Test Method
ASTM C143
ASTM C231
ASTM Cl 064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 134,430 4,750
28 176,050 6,230
28 179,520 6,350
Average (28 Days) 6,290
56
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 app]iceble 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 consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necesserily indicative of the properties of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94051418.0222
Service Date: February 24, 2006
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 27, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 3600 psi ~ 28 Days
Batch Time: 11:09am Plant: 2
Supplier: Potter Concrete
Truck No: 102 Ticket No: 103237
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 4.75
Air Content, %: 3.9
Concrete Temperature,o F: 60
Ambient Temperature,o F: 57
Plastic Unit Weight, pcf: 142.8
Laboratory Test Data
Set Specimen Diameter Ama
No. ID (inches) (scI. inches)
3 1 6.00 28.27
3 2 6.00 28.27
3 3 6.00 28.27
3 4
Sample Information
Date Cast: February 24, 2006 Time: 11:28am
Technician: Daniel J. Dmgos
Weather Conditions: Overcast, cool
Accumulative Yards: 365
Placement Method: Direct Discharge
Sample Locations: See attached sketch for Location #3
Placement Location: Pavement
Specification
3-5
3-6
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
03/03/2006 7 131,270 4,640
03/24/2006 28 175,100 6,190
03/24/2006 28 180,520 6,380
Average (28 Days) 6,290
04/21/2006 56
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drugos
Report Distribution:
(1) Transvmstern Commercial Ser~ioes (1) TechniSttuctures ~J
(1) City of Coppell TX (1) Rogers O'Brian Construction Co Reviewed by:
(1) City of Coppell TX 5""~--~US~' , busaad, P,E.
(1) O'Briart & Assoc Senior Project Manager
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 consent of our company. Test results trensrnitted 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0128
Service Date: January 27, 2006
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spdng Valley Rd Ste 600 W
Dallas TX 75244
'lr ffr.nr'on
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: Mamh 27, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4600 psi ~ 28 Days
Batch Time: 4:06am Plant: 2
Supplier: Potter Concrete
Truck No: 101 Ticket No: 102439
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 3.4
Concrete Temperature,o F: 65
Ambient Temperature,o F: 53
Plastic Unit Weight, pcf: 143.6
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
1 4 8.00 28.27
Sample Information
Date Cast:
Technician:
Weather Conditions:
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
Specification
January 27, 2006
Daniel J. Drogos
Clear, calm
130/300
Direct Discharge
See Placement Location
Time: 4:25am
Pavement (approximately 300' x 60') Slab;
approximately 450' E of NorthPoint Parking
Lot Entrance in SW corner of Job Site
Test Method
3-5 ASTM C143
3-5 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/03/2006 7 105,680 3,740
02/24/2006 28 136,560 4,830
02/24/2006 28 153,730 5,440
Average (28 Days) 5,140
03/24/2006 56 172,450 6,100
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were pennon'ned in general accordance with applicable ASTM, AASHTO, or DOT teat methods. This report is exclusively for the use of the client
indicated above and shell not be reproduced except in full without the Written consent of our company. 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 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0128
Service Date: January 27, 2006
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
rEffl!ll:On
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 27, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4600 psi ~ 28 Days
Batch Time: 4:48am Plant: 2
Supplier: Potter Concrete
Track No: 107 Ticket No: 102446
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 4.2
Concrete Temperature,o F: 60
Ambient Temperature,o F: 46
Plastic Unit Weight, pcf: 143.4
Laboratory Test Data
Set specimen Diameter Area
No. ID (inches) (scI. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3 6.00 28.27
2 4 6.00 28.27
Sample Information
Date Cast:
Technician:
Weather Conditions:
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
Specification
January 27, 2006
Daniel J. Dmgos
Cloudy, cool
200/300
Direct Discharge
Time: 5:06am
210' E & 55' N of SW comer of Slab
Pavement (approximately 300' x 60') Slab;
approximately 450' E of NorthPoint Parking
Lot Entrance in SW comer of Job Site
Test Method
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) {lbs) (psi)
02/03/2006 7 104,130 3,680
02/24/2006 28 144,690 5,120
02/24/2006 28 139,900 4,950
Average (28 Days) 6,040
03/24/2006 56 148,050 5,240
3-5 ASTM C143
3-5
Services - Obtain samples of fresh concrete at the placement locations, pen~orm 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 vwiffen consent of our company. Teat results transmitted herein are onhj 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 3 o~m~o~.r~,. K.y
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051418.0128
Service Date: Janua~J 27, 2006
Client:
Transwestern Commercial Services
Attn: David Gunderson
5001 Spdng Valley Rd Ste 600 W
Dallas TX 75244
'irefracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: March 27, 2006
Project: AmberPoint Business Park
Buildings 4, 5 and 6
505 South Royal Lane
Coppell, TX
Project No.: 94051418
Material Information
Specified Strength: 4600 psi ~ 28 Days
Batch Time: 6:23am Plant: 2
Supplier: Potter Concrete
Truck No: 107 Ticket No: 102454
Mix I.D. No.: 7723
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 3.8
Concrete Temperaturep F: 60
Ambient Temperature,o F: 39
Plastic Unit Weight, pcf: 143.8
Laboratort~ Test Data
set Specimen Diameter Area
No, ID (inches) (scI. inches)
3 1 6.00 28.27
3 2 6.00 28;27
3 3 6.00 28.27
3 4 6.00 28.27
Sample Information
Date Cast:
Technician:
Weather Conditions:
Accumulative Yards:
Placement Method:
Sample Locations:
Placement Location:
January 27, 2006
Daniel J. Drogos
Cloudy, cool
273/300
Direct Discharge
Time: 6:37am
284' E & 45' N of SW comer of Slab
Pavement (approximately 300' x 60') Slab;
approximately 450' E of NorthPoint Parking
Lot Entrance in SW comer of Job Site
Specification
3-5
3-5
Date
Tested
02/03/2006
02/24/2006
02/24/2006
03/24/2006
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 110,240 3,900
28 156,620 5,540
28 151,110 5,340
Average (28 Days) 5,440
56 168,360 5,950
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Daniel J. Drogos
Report Distribution:
(1) Transwestern Comm®rcial Services (1) Te~hniStructures
(1) City of Coppell TX (1) Rogers O'Brien Construction Co Reviewed by[
(1) city of Coppell TX Hussein H. Abusaad, P.E.
(1) O'Brien & Assoc Senior Project Manager
The teats were pen'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 consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the preparties of other apparently similar or identical
materials.
Page 3 of 3