Coppell Trade-LR050627 (2)CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0041
Service Date: June 16, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
'll'erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 27, 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: 6:55am Plant: 141
Supplier: TXI
Truck No: 834
Mix I.D. No.: 8206
WaterAdded Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Result
Slump, inches: 6.00
Air Content, %: 6.1
Concrete Temperature, o F: 92
Ambient Temperature, o F: 81
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
Ticket No: 64214
Sample Information
Sample Time: 7:45am Date Cast: June 16, 2005
Technician: Eric G. Jernigan
Weather Conditions: Clear, hot & humid
Accumulative Yards: 70
Placement Method: Direct Discharge
Sample Locations: 150' S of N end of Bldg C
Placement Location: E Parking Area & Fire Lane
Specification
3-5
3-7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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 06/23/2005 7 96,030 3,400
I 2 6.00 28.27 06/23/2005 7 95,510 3,380
Average 3,390
1 3 07/14/2005 28
1 4 07/14/2005 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 tull without the written consent of our ccmpeny. 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.
,CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0041
Service Date: June 16, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
lrerracan
8901 Carpenter Fro,y, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: June 27, 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: 8:55am
Supplier:. TXI
Truck No: 109
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 141
Ticket No: 64437
0 Gallons
0 Gallons
Result
Slump, inches: 5.00
Air Content, %: 7.8
Concrete Temperature, o F: 97
Ambient Temperature, o F: 92
Plastic Unit Weight, pcf: N/A
Laboratory 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
2 4
Sample Information
Sample Time: 9:30am Date Cast:June 16, 2005
Technician: EricG. Jernigan
Weather Conditions: Sunny & warm
Accumulative Yards: 170
Placement Method: Direct Discharge
Sample Locations: 270' S of N end of Bldg C
Placement Location: See page 1
Specification
3-5
3-7
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/23/2005 7 95,120 3,360
06/23/2005 7 91,700 3,240
Average 3,300
07/14/2005 28
07/14/2005 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were pert'ormod 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 resuEs transmitted herein ara 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 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0041
Service Date: June 16, 2005
Client: Coppell Trade Center LP
Attn: Al Sorrels
5055 Keller Springs Rd Ste 300
Addison TX 75001
ll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(2t 4) e3o-t 0t o
Report Date: June 27, 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: 10:20am
Supplier: TXI
Truck No: 112
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 141
Ticket No: 64593
0 Gallons
0 Gallons
Result
Slump, inches: 5.50
Air Content, %: 6.0
Concrete Temperature,o F: 96
Ambient Temperature, o F: 94
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
Sample Information
Sample Time: 10:50am Date Cast: June 16, 2005
Technician: Eric G. Jemigan
Weather Conditions: Sunny, clear & warm
Accumulative Yards: 270
Placement Method: Direct Discharge
Sample Locations: 400' S of N end of Bldg C
Placement Location: See page 1
Specification Test Method
3-5 ASTM C143
3-7 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
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 06/23/2005 7 82,800 2,930
3 2 6.00 28.27 06/23/2005 7 88,840 3,140
Average 3,040
3 3 07/14/2005 28
3 4 07/14/2005 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Eric G. Jemigan
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc lAC
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed by: ~~
The tests were p~formed 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 oniy 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 3 o~,~...~