Amberpoint BP 2-LR030123CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0197
Service Date: January 15, 2003
'lrerracan
6901 Carpenter Frwy, Ste #100
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
January 23, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:55am
Supplier: Potter Concrete
Truck No: 111
Mix I.D. No.: 7753
Ticket No: 113183
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 Iocatibn
Placement Location: Archatectural leaveout in SE approach to
Northpoint
Field Test Data
Test
Result Specification Test Method
4.50 4-5 ASTM C-143
4.0 4-8 ASTM C-231
60 ASTM C1064
45 ASTM C-1064
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature,o F:
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)
1 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 02/12/2003 28
1 4 02/12/2003 28
1 5
Hold
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Melvin L. Searles
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & As$oc
(1) Hill & Wilkinson LTD
(2) Carter & Burgess Inc
(1) TechniStructures
(1) City of Coppe[I - Bldg Insp
(1) City of Coppell - Constr Insp
(1) Staples
Reviewed by:
HBC/~~con
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.
Page 1 of 1 O,-L~W~O,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0192
Service Date: Januanj 14, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date:
Project: Staples
201 Nodhpoint
Coppell, TX
January 23,2003
Project Number: 94021380
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 11:45am Plant: 1
Supplier: Potter Concrete
Truck No: 109
Mix I.D. No.: 9337
Ticket No: 113166
Sample Information
sample Time: 12:10pm Date Cast:January 14, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Bottom half of panel#2
Placement Location: Panels 1 thru 4
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature,° F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.00
1.6
60
65
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
I 5
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)
01/17/2003 3 57,950 2,050
01/17/2003 3 57,650 2,040
Average 2,050
01/21/2003 7 101,250 3,580
01/21/2003 7 104,420 3,690
Average 3,640
02/1112003 28
02/11/2003 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Jose A. Martinez
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien &Assoc
(1) Hill &Wilkinson LTD
(2) Carter & Burgess Inc
HBC/Ter~
(1) TechniStructures
(1) City of Ceppell - BIdg Insp Reviewed by:
(1) City of Coppell - Constr Insp Eugene H~lrbour
(1) Staples Inc 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.
Page 1 of 1 01'LLW'~R01'Fb~uce~eY