Amberpoint BP 2-LR030228 (2)MORTAR COMPRESSIVE STRENGTH TEST,
Report Number: 94021380.0236~'~'~
Service Date: January 31, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
~Date:
Proje~
-'20'l-'Northpoint
Coppell, TX
Project Number: 94021380
'll'erracon
8901 Carpenter Fn,vy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 28, 2003
Contractor: Hill & Wilkinson
Mortar Supplier:
Plant: Site Mixed
Specification Requirements:
Strength: 1800 psi @ 28 Days
Test Methods:
ASTM C109
ASTM C270
PROJECT DATA
Mortar Mix I.D.: Type S
Placement Date: 01/31/2003 Batch Time: 8:#0am
Time Sampled: 9:00am By: Bradford T. Rengstorff
Weather Conditions: Clear
Temperature (F)- Air 58 °F Mortar: 61 °F
Truck No: Ticket No:
Sample Size: 2 x 2 x 2
Sample Location: See placement location
Placement Location: CMU wall along A.4/5.7
Cube
Marked
Set No.
REPORT OF TESTS
Measured Measured Maximum Compressive
Slump Flow Date Age Load Strength
(inches) (seconds) Tested (days) (lbs, force) (psi)
1 1 9.50 02/07/2003 7 6700 1,680
1 2 9.50 02/28/2003 28 8630 2,160
1 3 9.50 02/28/2003 28 8470 2,120
Average 2,140
Services- Obtain a sample of masonry mortar used during construction and cast 2 inch cube specimens for compressive
strength determination.
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestern Cemmercia[ Services
(1) O'Brien & Assoc
(1) Hill & Wilkinson LTD
(2) Carter & Burgess Inc
(I) TechniSt ructures
(1) City of Coppell - Bldg Insp
(1) City of CoppeJl - Constr Insp
(1) HBC Engineering Inc
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 1 of 1 o~L~w~.a~F~..
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0225
Service Date: January 31, 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
ll'erracan
8901 Carpenter FnNy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 28, 2003
Project Number: 94021380
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 3:58am Plant: 1
Supplier: Potter Concrete
Truck No: 104
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
Result
5.00
7.0
61
51
Ticket No: 113417
Sample Information
Sample Time: 4:30am Date Cast: January 31,2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 30
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Paving S of building
(See attachments)
Specification Test Method
3 - 5" ASTM C-143
4 - 6% ASTM C-231
55 - 95 ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 02/07/2003
1 2 6.00 28.27 02/07/2003
1 3 6.00 28.27 02/28/2003
I 4 6.00 28.27 02/28/2003
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 96,940 3,430
7 98,500 3,480
Average 3,460
28 132,640 4,690
28 134,400 4,750
Average 4,720
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 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
Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94021380.0225
Service Date: January 31,2003
Client: Transwestem 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
ll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 28, 2003
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 5:33am Plant: 1
Supplier: Potter Concrete
Truck No: 115
Mix I.D. No.: 7753
Field Test Data
Test
Ticket No: 113425
Sample Information
Sample Time: 5:55am Date Cast: January 31,2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
5.00 3 - 5" ASTM C-143
7.5 4 - 6% ASTM C-231
61 55 - 95 ASTM C1064
51 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)
2 1 6.00 28.27 02/07/2003 7 102,010 3,610
2 2 6.00 28.27 02/07/2003 7 97,100 3,430
Average 3,520
2 3 6.00 28.27 02/28/2003 28 130,570 4,620
2 4 6.00 28.27 02/28/2003 28 128,870 4,560
Average 4,590
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, pedorm 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 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
Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0225
Service Date: January 31,2003
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
ll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 28, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 7:05am Plant: 1
Supplier: Potter Concrete
Truck No: 104
Mix I.D. No.: 7753
Field Test Data
Test
Ticket No: 113435
Sample Information
Sample Time: 7:30am Date Cast: January 31,2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 210
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: See page 1
Result Specification Test Method
5.25 3 - 5" ASTM C-143
6.0 4 - 6% ASTM C-231
61 55 - 95 ASTM C1064
50 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)
3 1 6.00 28.27 02/07/2003 7 124,390 4,400
3 2 6.00 28.27 02/07/2003 7 123,990 4,380
Average 4,390
3 3 6.00 28.27 02/28/2003 28 163,870 5,800
3 4 6.00 28.27 02/28/2003 28 166,000 5,870
Average 5,840
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 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 propedies of other apparently similar or identical
materials. Page 3 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
'Report Number: 94021380.0225
Service Date: January 31, 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
'll'erracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 28, 2003
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 8:41am Plant: 1
Supplier: Potter Concrete
Truck No: 110
Mix I.D. No.: 7753
Field Test Data
Test
Ticket No: 113445
Sample Information
Sample Time: 8:58am Date Cast: January 31,2003
Technician: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 310
Placement Method: Direct Discharge
Sample Locations: 90' S of NW corner of bldg. & 40' W
Placement Location: See page 1
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
Result Specification Test Method
5.00 3 - 5" ASTM C-143
7.6 4 - 6% ASTM C-231
68 55 - 95 ASTM C1064
59 ASTM C-1064
4 1 6.00 28.27 02/07/2003 7 92,310
4 2 6.00 28.27 02/07/2003 7 94,570
Average
4 3 6.00 28.27 02/28/2003 28 123,330
4 4 6.00 28.27 02/28/2003 28 120,620
Average
Maximum Compressive
Load Strength
(lbs) (psi)
3,260
3,340
3,300
4,360
4,270
4,320
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
(2) Carter & Burgess Inc
(1) TechniStructures
(1) City of Coppell - Bldg Insp
(1) City of Coppell - Constr Insp
(1) HBC Engineering inc
Reviewed by:
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
Page 4 of 4
JOB NO. ~c~O~'l'~°'O~'~''~ Date
Form 112--5 93
'lrerracan
Page of
_Comp. By
CHECKED BY:
~9
(...3 0
O 0