Four Seasons 2R-LR050415 CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94041388.0102
Service Date: April 7, 2005
l['erracon
8901 Carpenter Fnvy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
Repo~l;le~115, 2005
Project:~
'g~8'g-~Vest Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 3:00 am
Supplier: Southern Star
Truck No: 8
Mix I.D. No.: 7752
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 27
Ticket No: 773742
0 Gallons
0 Gallons
Sample Information
sample Time: 3:25 am Date Cast: April 7, 2005
Technician: TerPJ Smith Insp/Testing
Weather Conditions: Cloudy
Accumulative Yards: 30
Placement Method: Chute
Sample Locations: See Placement Location
Placement Location: Paving, 60' S & 20' E of NW corner of bldg.
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Result Specification Test Method
5.50 3-5 ASTM C143
0.4 3-7 ASTM C231
70 ASTM C1064
52 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 04/14/2005 7 127,160
1 2 05/05/2005 28
1 3 05/05/2005 28
1 4 Hold
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, per[orm required field tests and cast compressive
strength sar
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: 94041388.0102
Service Date: April 7, 2005
Client: Hill & Wilkinson LTD
Attn: ChaHes Hoagland
800 Klein Rd Ste 100
Piano TX 75074
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 15, 2005
Project: BCE Specialties
989 West Sandy Lake Road
Coppell, TX
Project Number: 94041388
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 3:55 am Plant: 27
Supplier: Southern Star
Truck No: 648
Mix I.D. No.: 7752
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
4.50
5.5
72
53
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2
2 3
Ticket No: 773750
Sample Information
Sample Time: 4:30 am Date Cast: April 7, 2005
Technician: Terry Smith Insp/Testing
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Chute
Sample Locations: See Placement Location
Placement Location: See page 1
Specification Test Method
3-5 ASTM C143
3-7 ASTM C231
ASTM C1064
ASTM C1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04114/2005 7 126,960 4,490
05/05/2005 28
05/05/2005 28
2 4 Hold
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 repor~ 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: 94041388.0102
Service Date: Apdl 7, 2005
Client: Hill & Wilkinson LTD
Attn: Charles Hoagland
800 Klein Rd Ste 100
Piano TX 75074
ll'erracan
8901 Carpenter Fro/y, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: April 15, 2005
Project: BCE Specialties
989 West Sandy Lake Road
CoppelJ, TX
Project Number: 94041388
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 5:58 am Plant: 27
Supplier: Southern Star
Truck No: 931
Mix i.D. No.: 7752
Ticket No: 777012
Sample Information
Sample Time: 6:35 am Date Cast:April 7, 2005
Technician: Terry Smith Insp/Testing
Weather Conditions: Cloudy
Accumulative Yards: 230
Placement Method: Chute
Sample Locations: See Placement Location
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 3-5 ASTM C143
Air Content, %: 4.7 3-7 ASTM C231
Concrete Temperature, o F: 74 ASTM C1064
Ambient Temperature, o F: 53 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)
3 1 6.00 28.27 04/14/2005 7 120,920
3 2 05/05/2005 28
3 3 05/05/2005 28
3 4 Hold
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: Terry Smith Insp/Testing
Report Distribution:
(1) Hill & Wilkinson LTD (1) City of Coppell TX
(1) Hardy McCullah/MLM Architects Inc (1) BCE Specialties Reviewed by:
(1) TMBP Consulting Engineers Robert D. Ray, S~¢1-.
(1) City of Coppel[ TX Senior Project i~nager
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the u~e 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.