Amberpoint BP 2-LR030313CONCRETE COMPRESSIVE STRENGTH...mTEST ~ ° ~]]C
'lrerracon
Report Number: 94021380.0245 F//~''' vj~...
8901 Carpenter FnNy, Ste #100
Service Date: February 12, 2003 Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Date:
201 Northpoint
Coppell, TX
Project Number: 94021380
March 13,2003
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 5:53am Plant: 2
Supplier: Potter Concrete
Truck No: 105
Mix I.D. No.: 9349
Water Added Onsite Before Test: 15 Gallons
Field Test Data
Test
Result
Slump, inches: 6.00
Air Content, %: .08
Concrete Temperature, o F: 57
Ambient Temperature, o F: 54
Plastic Unit Weight, pcf:
Laboratori/ Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
I 1 6.00 28.27
I 2 6.00 28.27
I 3 6.00 28.27
I 4 6.00 28.27
Ticket No: 13464
Sample Information
Sample Time: 7:00am Date Cast: February 12, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: On gdd line B
Placement Location: Leaveout at grid line I/hydraulic pads
Specification Test Method
4-5 ASTM C-143
N/A ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
02/19/2003 7 109,840 3,880
02/19/2003 7 113,200 4,000
Average 3,940
03/12/2003 28 143,000 5,060
03/1 2/2003 28 138,370 4,890
Average 4,980
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the ~pla~ement Iocatip~~
strength samples. '~ ~?~ ~
Technician: Jose A. Martinez
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) Hill & Wilkinson LTD
(2) Ca,er & Burgess [nc
eld tests and cast ~:ompressive
HBC/T~
(1) TechniStructures
(1) City ol~ Coppell - Constr ~nsp Reviewed by:
(1) City of Coppell - Bldg Insp Eugene Harbour
(1) State Farm Insurance Co Principal
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 approval of Terracon. 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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CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0197
Service Date: January 15, 2003
lrerracon
8901 Carpenter Frwy, Ste #I00
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
March 13, 2003
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 8:55am
Supplier: Potter Concrete
Truck No: 111
Mix I.D. No.: 7753
Field Test Data
Test
Ticket No: 113183
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Sample Information
Sample Time: 10:10am Date Cast: January 15, 2003
Technician: Melvin L. Searles
Weather Conditions: Cloudy, cold
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Architectural leaveout in SE approach to
Northpoint
Result Specification Test Method
4.50 4-5 ASTM C-143
4.0 4-8 ASTM C-231
60 ASTM Cl 064
45 ASTM C-1064
Laboratory Test Data
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
I 1 6.00 28.27 01/22/2003 7 122,380 4,330
1 2 6.00 28.27 01/22/2003 7 131,320 4,640
Average 4,490
1 3 6.00 28.27 02/12/2003 28 149,020 5,270
1 4 6.00 28.27 02/12/2003 28 162,780 5,760
Average 5,520
1 5 6.00 28.27 03/12/2003 56 184,240 6,520
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: Melvin L. Seades
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) Hill & Wilkinson LTD
(2) Car[er & Burgess Inc
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) State Farm Insurance Co
Reviewed by:
HBCFF~
Eugene Harbour
Principal
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 approval of Terracon. 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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