Coppell Trade-LR051207CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0158
Service Date: November 8, 2005
'] rEffal:ion
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: December 07, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:55am
Supplier: TXI
Truck No: 921
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: 141
Ticket No: 151473
0Gallons
0 Gallons
Sample Information
Sample Time: 7:30am Date Cast: November 8, 2005
Technician: Eric G. Jernigan
Weather Conditions: Partly cloudy and mild
Accumulative Yards: 40
Placement Method: Direct Discharge
Sample Locations: Dock#16 from south
Placement Location: W side Fire Lane and Dock Parking, from
middle of building to N end.
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 4.2
Concrete Temperature,° F: 88
Ambient Temperature, o F: 74
Plastic Unit Weight, pcf:
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 6.00 28.27
Specification
3-5
3-7
Test Method
ASTM O143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
11/15/2005 7 104,280 3,690
11/15/2005 7 121,790 4,310
Average 4,000
12/06/2005 28 148,820 5,260
12/06/2005 28 149,560 5,290
Average 5,280
Comments: Not teated 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 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: 94051190.0158
Service Date: November 8, 2005
Client:
Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
']rerfacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: December 07, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:25am Plant: 141
Supplier: TXI
Truck No: 805 Ticket No: 151631
Mix I.D. No.: 8206
WaterAdded Onsite Before Test: 10Gallons
Water Added Onsite After Test: 0Gallons
Sample Information
Sample Time: 9:00am Date Cast: November 8, 2005
Technician: Eric G. Jemigan
Weather Conditions: Partly cloudy and mild
Accumulative Yards: 140
Placement Method: Direct Discharge
Sample Locations: Dock #22
Placement Location: W side Fire Lane and Dock Parking; From
Dock #16-49 from south
Field Test Data
Test
Result
Slump, inches: 4.50
Air Content, %: 3.9
Concrete Temperature,o F: 85
Ambient Temperature, o F: 76
Plastic Unit Weight, pcf:
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 6.00 28.27
2 4 6.00 28.27
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)
11/15/2005 7 107,120 3,790
11/15/2005 7 105,420 3,730
Average 3,760
12/06/2005 28 142,360 5,030
12/06/2005 28 145,530 5,150
Average 5,090
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 Js 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 ara not necessarily indicative of the properties of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0158
Service Date: November 8, 2005
'] rerracon
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: December 07, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project No.: 94051190
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 10:05am
Supplier: TXI
Truck No: 805
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: 141
Ticket No: 151807
0Gallons
0 Gallons
Sample Information
sample Time: 10:45am Date Cast: November 8, 2005
Technician: Eric G. Jernigan
Weather Conditions: Partly cloudy and mild
Accumulative Yards: 240
Placement Method: Direct Discharge
Sample Locations: Transformer Pad
Placement Location: W side Dock Parking, Transformer Pad and
Dumpster Pad
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 4.0
Concrete Temperature? F: 84
Ambient Temperature, o F: 79
Plastic Unit Weight, pcf:
Specification Test Method
3-5 ASTM C143
3-7 ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Laboratorv Test Data 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 11/15/2005 7 101,970 3,610
3 2 6.00 28.27 11/15/2005 7 99,380 3,510
Average 3,560
3 3 6.00 28.27 12/06/2005 28 137,450 4,860
3 4 6.00 28.27 12/06/2005 28 136,550 4,830
Average 4,850
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: Eric G. Jernigan
Report Distribution:
(1) Coppell Trade Center LP (1) Merriman Assoc Inc
(1) TechniStructures (1) McFadden & Miller Reviewed by:
(1) City of Coppell TX (1) Macatee Engineering
(1) City of Coppell TX
Senior Pr(~"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 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.