Amberpoint BP 2-LR030314CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0248
Service Date: February 12, 2003
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
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
March 14, 2003
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 7:09am Plant: 1
Supplier: Potter Concrete
Truck No: 107
Mix I.D. No.: 7753
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter
No. ID
1 1
1 2
Result
4.00
7.0
57
55
Ticket No: 113484
Sample Information
Sample Time: 7:55am Date Cast: February 12, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: 15' from bldg. & 5' E
Placement Location: At NE end, ramp into building
(See attachment)
Specification Test Method
4-5 ASTM C-143
4-8 ASTM C-231
ASTM C1064
ASTM C- 1 O64
Area Date
(inches) (sq. inches) Tested
6.00 28.27 02/19/2003
6.00 28.27 02/19/2003
1 3 6.00 28.27 03/12/2003
1 4 6.00 28.27 03/12/2003
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 115,350 4,080
7 115,580 4,090
Average 4,090
28 140,700 4,980
28 138,600 4,900
Average 4,940
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 ~lient
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 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0253
Service Date: March 5, 2003
'lrerracan
8901 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
March 14, 2003
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 8:48am Plant: On-Site
Supplier: Potter
Truck No: 109 Ticket No:
Mix I.D. No.: 7758
Sample Information
Sample Time: 8:54am Date Cast: March 5, 2003
Technician: Terry L. Smith
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: On side of bldg., 20' E of W corner
Placement Location: Sidewalk
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 ASTM C-143
Air Content, %: 1.0 ASTM C-231
Concrete Temperature,° F: 53 ASTM C1064
Ambient Temperature, o F: 46 ASTM C-1064
Plastic Unit Weight, pcf: 141.0 ASTM C-138
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 03/12/2003 7 76,410 2,700
I 2 6.00 28.27 03/12/2003 7 69,190 2,450
Average 2,580
1 3 04/02/2003 28
1 4 04/02/2003 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Terry L. Smith
Repot[ Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) Hill & Wilkinson LTD
(1) TechniStructures
(2) Carter & Burgess Inc
(1) City o1' Coppell - Constr Insp Reviewed by:
(1) City o1' Coppell - Bldg Insp E'~gene Harbour
(1) State Farm insurance Co
Principal
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 without the wdtten 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
mateda[s.
Page 1 of 1 0~-~LW~O,-.~,o
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0246
Service Date: February 12, 2003
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
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
March 14, 2003
Material Information
Specified Strength: 3500 psi @ 28 Days
Batch Time: 10:20am Plant: 1
Supplier: Potter Concrete
Truck No: 113
Mix I.D. No.: 7753
Ticket No: 113494
Sample Information
Sample Time: 10:43am Date Cast: February 12, 2003
Technician: Jose A. Martinez
Weather Conditions: Clear
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: 10' S & 10' W of genrator pad
Placement Location: South end leaveout pathing by generator
pad
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 4-5 ASTM C-143
Air Content, %: 6.9 4-8 ASTM C-231
Concrete Temperature, o F: 64 ASTM C1064
Ambient Temperature, o F: 66 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 02/19/2003
2 2 6.00 28.27 02/19/2003
2 3 6.00 28.27 03/12/2003
2 4 6.00 28.27 03/12/2003
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 94,800 3,350
7 98,140 3,470
Average 3,410
28 119,500 4,230
28 121,160 4,280
Average 4,260
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: Jose A. Martinez
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) Hill & Wilkinson LTD
(1) TechniStructures
(2) Carter & Burgess Inc
(1) City of Coppell - Constr Insp
(1) City ol Coppell - Bldg Insp
(1) State Farm insurance Co
Reviewed by:
HBC/T,~~
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 2 of 2