Amberpoint BP 2-LR030214CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0197
Service Date: January 15, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Material Information - ' ~'~
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 8:55am
Supplier: Potter Concrete
Truck No: 111 /Ticket No: 113183
Mix I.D. No.: 7753
Coppell, TX
lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 14, 2003
Project Number: 94021380
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: Archatectural leaveout in SE approach to
Northpoint
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
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
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 ~I 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 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 & Assoc
(1) Hill & Wilkinson LTD
(2) Carter & Burgess inc
(1) TechniStructures
(1) City of Coppell - Bldg Insp
(1) City of Coppe[I - Constr [nsp
(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 Terraccn. 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 I a~-LLw,,~-r~..
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0192
Service Date: January 14, 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
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-I 010
February 14, 2003
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,° F:
Ambient Temperature, o 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
I 4 6.00 28.27
1 5 6.00 28.27
1 6 6.00 28,27
Specification
Test Method
4-5 ASTM C-143
N/A ASTM C-231
ASTM C 1064
ASTM C-1064
Services -
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
02/11/2003 28 131,870 4,660
02/11/2003 28 137,160 4,850
Average 4,760
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 lnc
(1) TechniStructures
(1) City of Coppell - Oldg Insp
(1) City of Coppell - Constr Insp
(1) HBC Engineering Inc
Reviewed by:
HBCfTe~
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 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0232
Service Date: February 4, 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
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 14, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:56am Plant: 1
Supplier: Potter Concrete
Truck No: 113
Mix I.D. No.: 9349
Ticket No: 113452
Sample Information
sample Time: 7:20am Date Cast: February 4, 2003
Technician: Jose A. Martinez
Weather Conditions: Partly cloudy
Placement Method: Direct Discharge
Sample Locations: G.L. J 2 thru 5
Placement Location: Slab leaveout G.L. 2-thru 11 and from
G.L.11, J thru A & from G.L, Athru 8
(See attached)
Field Test Data
Test
Result Specification Test Method
5.00 4-5 ASTM C-143
1.5 N/A ASTM C-231
57 ASTM C1064
38 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 02/11/2003 7 139,750 4,940
I 2 6.00 28.27 02/11/2003 7 142,970 5,060
Average 5,000
I 3 03/04/2003 28
1 4 03/04/2003 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'Bden & Assoc
(1) Hill & Wilkinson LTD
(2) Cadet & Burgess Inc
(1) TechniStructures
(1) ~ity of Coppell - Bldg Insp
(1) City of Coppell - Constr Insp
(1) HBC Engineering thc
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
materials, o, LLW~O~-F~,.
Page 1 of 1
o~ 0
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0234
Service Date: February 5, 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
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 14, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time:
Supplier: Hanson
Truck No: 923
Mix I.D. No.: 9349
Plant: 27
Ticket No: 472592
Sample Information
Sample Time: 8:50am Date Cast: February 5, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Block out on G.L. 11 columns Diamond's
mezzanine area
(See attached sheets)
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 4-5 ASTM C-143
Al{ Content, %: 3.2 N/A ASTM C-231
Concrete Temperature,° F: 58 ASTM C1064
Ambient Temperature, o F: 55 ASTM C-1064
Plastic Unit Weight, pcf:
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 1 6.00 28.27 02/12/2003 7
1 2 6. O0 28.27 02/12/2003 7
Average
1 3 03/05/2003 28
1 4 03/05/2003 28
Maximum Compressive
Load Strength
(lbs) (psi)
137,000 4,840
134,750 4,770
4,8~10
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
materials. O~-L~W~.O~-F~.
Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0234
Service Date: February 5, 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 14, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:59am
Supplier: Hanson
Truck No: 1015
Mix I.D. No.: 9349
Plant: 27
Ticket No: 472599
Sample Information
sample Time: 9:38am Date Cast: February 5, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 30
Placement Method: Pump
Sample Locations: Between G.L. A & 3.9 to 3
Placement Location: First floor mezzanine
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Result Specification Test Method
5.00 4-5 ASTM C-143
2.6 N/A ASTM C-231
57 ASTM C1064
55 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)
2 1 6.00 28.27 02/12/2003 7 143,990 5,090
2 2 6.00 28.27 02/12/2003 7 141,030 4,990
Average 5,040
2 3 03/05/2003 28
2 4 03/05/2003 28
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 2 of 4 e~.~w~o~...~.K.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0234
Service Date: February 5, 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
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 14, 2003
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time:
Supplier: Hanson
Truck No: 648
Mix I.D. No.: 9349
Plant: 27
Ticket No: 499630
Sample Information
sample Time: 1:30pm Date Cast: February 5, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 120
Placement Method: Direct Discharge
Sample Locations: Hydraulic Pads to Diamond's
Placement Location: Blockout around elevator pit generator pad
Diamond's on A.5
Sample location: Hydraulic pads &
Diamonds 1.5/2.0/2.513.013.513.9, G.L.B
1.5/2.5/2.9 & pads for hydraulic lifts on G.L.
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,c F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
4.75
2.2
60
49
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
3 3
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)
02/12/2003 7 132,830 4,700
02/12/2003 7 136,870 4,840
Average 4,770
03/05/2003 28
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 3 of 4 01'LLW~R01'FUI~e Key
,CONCRETE COMPRESSIVE STRENGTH TEST
Client: Transwestem Commercial Services
'll'erracan
Project Number:94021380
Report Number: 94021380.0234
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 4 03/05/2003 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
(1) TechniStructures
(1) City of Coppell - Bidg Insp
(1) City of Coppell - Constr Insp
(1) HBC Engineering Inc
Reviewed by:
HBC/Ter~
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 propedies of other apparently similar or identical
materials. Page 4 of 4 o~ LLW'.O,-F~,-.
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0