Four Seasons 2R-LR050408,CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94041388.0087
Service Date: March 10, 2005
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 830-1o10
~?~H~:ll~'Date: ~pril 08, 2005
p r oj e c~,,~C~.~ J~J~~
· ,~'"";'~89 W~t Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 7:50 am
Supplier: Southern Star
Truck No: 0031
Mix I.D. No.: 7752
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 27
Ticket No: 764502
0 Gallons
0 Gallons
Sample Information
Sample Time: 8:30 am Date Cast: March 10, 2005
Technician: CharlesA. Patterson
Weather Conditions: Sunny, windy
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: See attached sketch
Placement Location: Paving
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Result Specification Test Method
4.50 5.0 Max ASTM C143
3.7 3-7 ASTM C231
64 ASTM C1064
53 ASTM C1064
Laboratory Test Data 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 03/17/2005 7 137,910 4,880
1 2 6~00 28.27 04/07/2005 28 152,170 5,380
1 3 6.00 28.27 04/07/2005 28 166,890 5,900
Average 5,640
1 4 05/05/2005 56
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 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 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94041388.0087
Service Date: March 10, 2005
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
ll'err can
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: Apdl 08, 2005
Project: BCE Specialties
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 9:08 am Plant: 27
Supplier: Southern Star
Truck No: 0031 Ticket No: 764511
Mix i.D. No.: 7752
Water Added Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 5.00
Air Content, %: 3.1
Concrete Temperature, O F: 64
Ambient Temperature, o F: 58
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 10:00 am Date Cast: March 10, 2005
Technician: Charles A. Patterson
Weather Conditions: Sunny, windy
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: See attached sketch
Placement Location: See page 1
Specification
Test Method
5.0 Max ASTM C143
3-7 ASTM C231
ASTM C1064
ASTM C1064
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 1 6.00 28.27 03/17/2005 7 110,670 3,910
2 2 6.00 28.27 04/07/2005 28 140,950 4,980
2 3 6.00 28.27 04/07/2005 28 143,430 5,070
Average 5,030
2 4 05/05/2005 56
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 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: 94041388.0087
Service Date: March 10, 2005
1Ferracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Hill & Wilkinson LTD
Attn: Chades Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date: April 08, 2005
Project: BCE Specialties
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:30 am
Supplier: Southern Star
Truck No: 1883
Mix I.D. No.: 7752
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 27
Ticket No: 764523
0 Gallons
0 Gallons
Sample Information
Sample Time: 11:45 am Date Cast: March 10, 2005
Technician: Charles A. Patterson
Weather Conditions: Sunny, windy
Accumulative Yards: 220
Placement Method: Pump
Sample Locations: See attached sketch
Placement Location: See page 1
Slump, inches:
Air Content, %:
Concrete Temperature,O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Result Specification Test Method
5.00 5.0 Max ASTM C143
4.0 3-7 ASTM C231
70 ASTM C1064
71 ASTM C1064
Laboratory 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 03/17/2005 7 107,240 3,790
3 2 6.00 28.27 04/07/2005 28 135,640 4,800
3 3 6.00 28.27 04/07/2005 28 141,840 5,020
Average 4,910
3 4 05/05/2005 56
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 pen'ormed 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 3 of 4
.CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94041388.0087
Service Date: March 10, 2005
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date:
Project: BCE Specialties
ll'err can
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
April 08, 2005
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 11:25 am Plant: 27
Supplier: Southern Star
Truck No: 1883
Mix I.D. No.: 7752
Field Test Data
Test
Ticket No: 764532
Sample Information
sample Time: 1:00 pm Date Cast: March 10, 2005
Technician: Chades A. Patterson
Weather Conditions: Sunny, windy
Accumulative Yards: 310
Placement Method: Chute
Sample Locations: See attached sketch
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.00 5.0 Max ASTM C143
Air Content, %: 3.7 3-7 ASTM C231
Concrete Temperature,o F: 71 ASTM C1064
Ambient Temperature, o F: 73 ASTM C1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
4 1 6.00 28.27 03/17/2005 7 99,160 3,510
4 2 6.00 28.27 04/07/2005 28 123,650 4,370
4 3 6.00 28.27 04/07/2005 28 123,940 4,380
Average 4,380
4 4 05/05/2005 56
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: Charles A. Patterson
Rep od Distribution:
(1) Hill & Wilkinson LTD (1) City of Coppell TX
(1) Hardy McCullahfMLM Architects Inc (1) BCE Specialties Reviewed by:
(1) TMBP Consulting Engineers
Robert D.
(1) City of Coppell TX Senior Projec~anager
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.
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