Coppell Trade-LR050725CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94051190.0052
Service Date: June 23, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lreffacDn
8901 Carpenter Frwy, Ste #100
Dalles, Texas 75247
(214) 630-1010
Report Date: July 25, 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: 5:59am Plant: 141
Supplier: TXI
Truck No: 58 Ticket No: 68603
Mix I.D. No.: 8206
WaterAdded Onsite Before Test: 15 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
6.50
6.0
82
79
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
Sample Information
Sample Time: 6:42am Date Cast: June 23, 2005
Technician: David B. Hogland
Weather Conditions: Clear
Accumulative Yards: 50
Placement Method: Direct Discharge
Sample Locations: 100' S from NW corner of Pavement
Placement Location: Pavement, W side
Specification Test Method
4-6
ASTM C143
ASTM C231
ASTM Cl 064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
06/30/2005 7 87,560 3,100
06/30/2005 7 87,820 3,110
Average 3,110
07/21/2005 28 113,340 4,010
07/21/2005 28 117,210 4,140
Average 4,080
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 excJusiveiy 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 appricable
to the actual samples tested at the Iocetion(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: 94051190.0052
Service Date: June 23, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
rErracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 25, 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: 7:03am Plant: 141
Supplier: TXI
Truck No: 68
Mix I.D. No.: 8206
WaterAdded Onsite Before Test: 15 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.75
6.2
84
82
Ticket No: 68680
Sample Information
Sample Time: 7:36am Date Cast: June 23, 2005
Technician: David B. Hogland
Weather Conditions: Clear
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: 200' S from NW comer of Pavement
Placement Location: See page 1
Specification
4-6
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 06130/2005
2 2 6.00 28.27 06/30/2005
2 3 6.00 28.27 07/21/2005
2 4 6.00 28.27 07/21/2005
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 99,770 3,530
7 87,830 3,110
Average '3,320
28 117,590 4,160
28 113,980 4,030
Average 4,100
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 bo 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 propeRies of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0052
Service Date: June 23, 2005
lreffr3con
8901 Carpenter Fnvy, Ste #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 25, 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: 8:30am Plant: 141
Supplier: TXI
Truck No: 37
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: 6.25
Air Content, %: 5.4
Concrete Temperature, o F: 84
Ambient Temperature, o F: 83
Plastic Unit Weight, pcf:
Laboratory Test Data
Ticket No: 68823
Sample Information
Sample Time: 9:10am Date Cast: June 23, 2005
Technician: David B. Hogland
Weather Conditions: Clear
Accumulative Yards: 220
Placement Method: Direct Discharge
Sample Locations: 275' S from NW corner of Pavement
Placement Location: See page 1
Specification Test Method
4-6
Set Specimen Diameter Area Date
No. ID (inches) (.sq. inches) Tested
3 1 6.00 28.27 06/30/2005
3 2 6.00 28.27 06/30/2005
3 3 6.00 28.27 07/21/2005
3 4 6.00 28.27 07/21/2005
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM Cl 38
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 90,390 3,200
7 90,260 3,190
Average 3,200
28 113,450 4,010
28 112,740 3,990~
Average 4,000
Comments: * Does not comply with specified strength, Not tested for plastic unit weight.
Services- Obtain samples of fresh concrete at the placement locations, pertorm required field tests and cast compressive
strength samples.
Technician: David B. Hogland
Report Distribution: ~ /
(1) Coppell Trade C®nler LP (1) Merriman Assoc Inc J~ ~
(1) TechniStructures (1) McFadden & Miller Reviewed by: ~ ~ //'-Tud/'_~/
(1) City of Coppe[I TX (1) Macatee Engineering Inc f ..... ' _-_ _//
(1) City of Coppell TX I~oDer~ ~J. Nay,
Senior Project
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repod is exclusively for the use of the cli- -- 'ent
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.
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