Coppell Trade-LR050715CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0041
Service Date: June 16, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrl ffaccln
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 15, 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
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
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
Field Test Data
Test
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
Test Method
3-5 ASTM C143
3-7 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 06/23/2005
1 2 6.00 28.27 06/23/2005
1 3 6.00 28.27 07/14/2005
1 4 6.00 28.27 07/14/2005
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 96,030 3,400
7 95,510 3,380
Average 3,390
28 114,570 4,050
28 118,690 4,200
Average 4,130
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 wr~en 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.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0041
Service Date: June 16, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'1 erracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 15, 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: 10g
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
Sample Information
Sample Time: 9:30am Date Cast: June 16, 2005
Technician: Eric G. Jemigan
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
Test Method
3-5 ASTM C143
3-7 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 06/23/2005
2 2 6.00 28.27 06/23/2005
2 3 6.00 28.27 07/14/2005
2 4 6.00 28.27 07/14/2005
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 95,120 3,360
7 91,700 3,240
Average 3,300
28 119,570 4,230
28 115,630 4,090
Average 4,160
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) 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: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
reff lccin
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 15, 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 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
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
Plant: 141
Ticket No: 64593
0 Gallons
0 Gallons
3 3 6.00 28.27
3 4 6.00 28.27
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
Date Test Load Strength
Tested (days) (lbs) (psi)
06/23/2005 7 82,800 2,930
06/23/2005 7 88,840 3,140
Average 3,040
07/14/2005 28 114,510 4,050
07/14/2005 28 114,570 4,050
Average 4,050
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Eric G. Jernigan
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStructures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Mefriman Assoc Inc
(1) McFadden & Miller
(1) Maca~ee Engineering Inc
c'~ Robert D. Ray, S.E.~T~
Senior Project Man~'ger
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 Iocstion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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