Coppell Trade-LR050729CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0061
Service Date: June 30, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
'l erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 29, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 6:54am
Supplier: TXI
Truck No: 111
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 141
Ticket No: 73152
0 Gallons
0 Gallons
Result
Slump, inches: 4.50
Air Content, %: 6.2
Concrete Temperature, o F: 90
Ambient Temperature, o F: 83
Plastic Unit Weight, pcf: 144.3
Laboratory Test Data
Sample Information
sample Time: 8:10am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Paving
Specification Test Method
3-5 ASTM C143
3-6 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Date Cast:June 30, 2005
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 07/07/2005
1 2 6.00 28.27 07/07/2005
1 3 6.00 28.27 07/28~2005
1 4 6.00 28.27 07/28/2005
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 85,360 3,020
7 87,010 3,080
Average 3,050
28 116,280 4,110
28 113,000 4,000
Average 4,060
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 consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) raferancad and ara not necessarily indicative of the pmpe~ies of other apperantly similar or identical
materials,
Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0061
Service Date: June 30, 2005
'lrerracon
8901 Carpenter Frwy, Sts #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Spdngs Rd Ste 300
Addison TX 75001
Report Date: July 29, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 7:57am Plant: 141
Supplier: TXI
Truck No: 70 Ticket No: 73265
Mix I.D. No.: 8206
Water Added Onsite Before Test: 15 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 4.75
Air Content, %: 6.1
Concrete Temperature,° F: 91
Ambient Temperature, o F: 87
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
sample Time: 9:00am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 60
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Paving
Specification Test Method
3-5
3-6
Date Cast: June 30, 2005
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 07/07/2005
2 2 6.00 28.27 07/07/2005
2 3 6.00 28.27 07/28/2005
2 4 6.00 28.27 07/28/2005
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 98,970 3,500
7 97,640 3,450
Average 3,480
28 118,260 4,180
28 120,130 4,250
Average 4,220
Comments: Not tested for plastic unit weight.
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 withoat the written consent of our company. Test results transmitted herein are only applicable
to the actual sampres tested at the location(s) referenced and are not necessarily indicative of the properties of ether apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0061
Service Date: June 30, 2005
lrefracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
Report Date: July 29, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:19am
Supplier: TXI
Truck No: 507
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Plant: 141
Ticket No: 73510
0 Gallons
0 Gallons
Result
4.50
6.1
93
98
Sample Information
Sample Time: 11:05am
Technician: Kudret Aksu
Weather Conditions: Clear
Accumulative Yards: 150
Placement Method: Direct Discharge
Sample Locations: See attached sketech
Placement Location: Paving
Specification Test Method
3-5
3-6
Date Cast: June 30, 2005
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
3 1 6.00 28.27 07/07/2005
3 2 6.00 28.27 07/07/2005
3 3 6.00 28.27 07/28~2005
3 4 6.00 28.27 07/28/2005
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 111,200 3,930
7 110,030 3,890
Average 3,910
28 129,340 4,570
28 128,260 4,540
Average 4,560
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Kudret Aksu
Report Distribution:
(1) Coppell Trade Center LP (1) Merfiman Assoc Inc .
(t) TechniStructures (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX (1) Macatee Engineering Inc ' Robert D. Ray, S~.
(1) city of Coppe, TX Senior Project.~ager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusivery for the §se of the client
indicated above and shall not be reproduced except in full without the written consent of our company. Test results transmitted herein ara only app[icabre
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.
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