Four Seasons 2R-LR050221CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94041388.0073
Service Date: February 11,2005
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Report Date:
Project: BCE Specialties
lrerracon
8901 Carpenter Frw¥, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 21,2005
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 4:10 am Plant: 27
Supplier: Southern Star
Truck No: 923 Ticket No: 782586
Mix I.D. No.: 7752
Water Added Onsite Before Test: 0 Gallons
Water Added Onsite After Test: 0 Gallons
Sample Information
Sample Time: 5:05 am Date Cast: February 11,2005
Technician: Michael E. Odom
Weather Conditions: Cloudy
Accumulative Yards: 100
Placement Method: Pump
Sample Locations: Adjacent to Grid 8
Placement Location: Rear Fire Lane Slab-on-Grade from Grid 7
to 12
Field Test Data
Test
Result
Slump, inches: 6.00
Air Content, %: 6.8
Concrete Temperature,o F: 62
Ambient Temperature, o F: 46
Plastic Unit Weight, pcf: 142.4
Laboratory Test Data
Specification Test Method
5.0 Max ASTM C143
3-6 ASTM C231
- 95 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 02/18/2005 7 109,020 3,860
1 2 6.00 28.27 02/18/2005 7 105,090 3,720
Average 3,790
1 3 03/11/2005 28
1 4 03/11/2005 28
Services - Obtain samples of fresh concrete at the placement locations, per[orm required field tests and cast compressive
strength samples.
The tests were performed in general accordance w~th 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 w~thout 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: 94041388.0073
Service Date: February 11,2005
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: February 21, 2005
Project: BCE Specialties
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Specified Strength: 4000 psi ~;~ 28 Days
Batch Time: 5:30 am Plant: 27
Supplier: Southern Star
Truck No: 923 Ticket No: 782595
Mix I.D. No.: 7752
WaterAdded Onsite Before Test: 10 Gallons
Water Added Onsite After Test: 0 Gallons
Field Test Data
Test Result
Slump, inches: 6.25
Air Content, %: 4.7
Concrete Temperature,O F: 58
Ambient Temperature, o F: 45
Plastic Unit Weight, pcf: 145.6
Laboratory Test Data
Sample Information
Sample Time: 6:45 am Date Cast: February 11,2005
Technician: Michael E. Odom
Weather Conditions: Cloudy
Accumulative Yards: 130
Placement Method: Pump
Sample Locations: Adjacent to Grid 11.5
Placement Location: See page 1
Specification
Test Method
5.0 Max ASTM C143
3-6 ASTM C231
- 95 ASTM C1064
ASTM C1064
ASTM C138
Set Specimen Diameter Area Date
No. ID (inches) (.sq. inches) Tested
2 1 6.00 28.27 02/18/2005 7 112,400 3,970
2 2 6.00 28.27 02/18/2005 7 114,520 4,050
Average 4,010
2 3 03/11/2005 28
2 4 03/11/2005 28
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Michael E. Odom
(1) Hill & Wilkinson LTD (1) TMBP Consulting Engineers
(I) City of C0ppell TX (1) BCE Specialties Reviewed by:
(1) City of Coppell TX
(I) Hardy McCullah/MLM Architects Inc
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
indioated 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,