Amberpoint BP 2-LR030204FIELD DENSITY TESTING
Report Number: 94021380.0213
Service Date: January 24, 2003
'll'erracan
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
February 04, 2003
Material Information
Material Laboratory
No. Test Method
Description and Classification
Lab Test Data Proiect Requirements
Optimum Max. Lab Water
Water Dry Unit Content Minimum Dry
Content Weight Range Unit Weight
(%) (pct') (%) (% compaction)
1. 213800009 ASTM D 698 Lt brown silty clay
19.2 103.8 =/> +3 92
Field Test Data Probe Water Dry Unit Dry Unit
Test Lift/ Mat. Depth Content Weight Weight
No. Test Location Elevation No. (inches) (%) (pcf) (% compaction)
Leaveout Backfill
989 Grid line N4.5 1st 1 6 23.4 99.4 96
990 Grid line N5.5 1st I 6 25.1 97.4 94
991 Grid line N6.5 1st I 6 24.3 98.6 95
Comments: I
Test results on this report meet project specification.
Services - Perform in-place density and moisture content tests to determine degree of compaction and material moisture
condition.
Field Test Method:ASTM D2922, ASTM D3017
Gauge ID:
Field Results Reported To: Contractor/Brian
Technician: Bradford T. Rengstorff
Report Distribution:
(1) Transwestem Commercial Services (1) TechniStructures
(1) O'Bfien & Asscc (1) City of Coppell - Constr Insp
(1) Hill & Wilkinson LTD (1) City of Coppell - Bldg Insp
(2) Carter & Burgess Inc (1) Staples Inc
Reviewed by:
HBCFFe~
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0180
Service Date: January 4, 2003
'lrerracan
8901 Carpenter F~Ny, 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
February 04, 2003
Material Information
Specified Strength: 3000 psi @ 28 Days
Batch Time: 9:15am Plant: 29
Supplier: Hanson
Truck No: 1092
Mix I.D. No.: 9115
Ticket No: 318626
Sample Information
sample Time: 10:25am Date Cast: January 4, 2003
Technician: Bryan C. Hughes
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: From NE corner of approach = 8' S & 15' W
Placement Location: Paving- leaveout (~ NE approach to
Northpoint Drive
Field Test Data
Test
Result Specification Test Method
4.50 4-5 ASTM C-143
4.9 4-8 ASTM C-231
54 ASTM Cl 064
58 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)
I 1 6.00 28.27 01/11/2003 7 96,240 3,400
I 2 6.00 28.27 01/11/2003 7 95,000 3,360
Average 3,380
1 3 6.00 28.27 02/01/2003 28 121,890 4,310
I 4 6.00 28.27 02/01/2003 28 121,110 4,280
Average 4,300
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Bryan C. Hughes
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Assoc
(1) Hitl & Wilkinson LTD
(2) Carter & Burgess Inc
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Staples Inc
Reviewed by:
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DO~' 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 Iocabon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0179
Service Date: January 3, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
//~_ Repo~ Da~:
~z~jC'e ct: Staples J
Coppell, TX
Project Number: 94021380
'lrerracon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 04, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 7:11am Plant: 1
Supplier: Potter Concrete
Truck No:
Mix I.D. No.: 7753
Ticket No: 12994
Sample Information
Sample Time: 7:33am Date Cast: January 3, 2003
Technician: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 30
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving N & E of building
(See attachments)
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.25
7.4
54
33
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 I 6.00 28.27
1 2 6.00 28.27
1 3 6.00 28.27
I 4 6.00 28.27
Specification Test Method
4-5 ASTM C-143
4-8 ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
01/10/2003 7 93,340 3,300
01/1012003 7 93,700 3,310
Average 3,310
01/31/2003 28 113,110 4,000
01/31/2003 28 116,110 4,110
Average 4,050
Services - Obtain samples of fresh concrete at
strength samples.
lacement locations, perform required field tests and cast compressive
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 5 D"LL~f~OI'FUt~Ke7
cONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0179
Service Date: January 3, 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
l rracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-I010
February 04, 2003
Project Number: 94021380
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 8:03am Plant: 1
Supplier: Potter Concrete
Truck No: 105
Mix i.D. No.: 7753
Ticket No: 13002
Sample Information
Sample Time: 8:20am Date Cast: January 3, 2003
Technician: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 7.2
Concrete Temperature, o F: 58
Ambient Temperature, o F: 40
Plastic Unit Weight, pcf:
Laboratory Test Data
Specification Test Method
4-5 ASTM C-143
4-8 ASTM C-231
ASTM C 1 O64
ASTM C-1064
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
2 I 6.00 28.27 01/10/2003 7 80,890 2,860
2 2 6.00 28.27 01/10/2003 7 77,900 2,750
Average 2,810
2 3 -6.00 28.27 01/31/2003 28 129,410 4,580
2 4 6.00 26.27 01/31/2003 28 126,830 4,490
Average 4,540
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.
Page 2 of 5 .,~Lw~,.~ K.y
cONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0179
Service Date: January 3, 2003
'll'erracan
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
February 04, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 9:23am Plant: 1
Supplier: Potter Cbncrete
Truck No: 105
Mix I.D. No.: 7753
Ticket No: 13012
Sample Information
Sample Time: 9:43am Date Cast: January 3, 2003
Technician: JoseA. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 210
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
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
5.0O 4-5
7.2 4-8
63
49
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
3 1 6.00 28.27 01/10/2003
3 2 6.00 28.27 01/10/2003
3 3 6.00 28.27 01/31/2003
3 4 6.00 28.27 01/31/2003
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 101,650 3,590
7 100,790 3,560
Average 3,580
28 127,700 4,520
28 129,050 4,560
Average 4,540
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.
Page 3 of 5 O~-LLW~.O~-~.,m~
cONCRETE COMPRESSIVE STRENGTH TEST
~Report Number: 94021380.0179
Service Date: January 3, 2003
lrerracan
8901 Carpenter Fn,vy, 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
February 04, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
BatchTime: 11:00am Plant: 1
Supplier: Potter Concrete
Truck No: 113
Mix I.D. No.: 7753
Ticket No: 13022
Sample Information
Sample Time: 11:45am Date Cast: January 3, 2003
Technician: JoseA. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 310
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.00 4-5 ASTM C-143
Air Content, %: 6.5 4-8 ASTM C-231
Concrete Temperature, o F: 65 ASTM C1064
Ambient Temperature, o F: 55 ASTM C-1064
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)
4 I 6.00 28.27 01/10/2003 7 98,380 3,480
4 2 6.00 28.27 01/10/2003 7 95,850 3,390
Average 3,440
4 3 6.00 28.27 0113112003 28 129,110 4,570
4 4 6.00 28.27 01/31/2003 28 138,260 4,890
Average 4,730
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.
Page 4 of 5 ~.L~..~-~.,~ ~
cONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0179
Service Date: January 3, 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
February 04,2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 12:27pm Plant: 1
Supplier: Potter Concrete
Truck No: 103
Mix I.D. No.: 7753
Ticket No: 13032
Sample Information
Sample Time: 1:00pm Date Cast: January 3, 2003
Technician: Jose A. Martinez
Weather Conditions: Partly cloudy
Accumulative Yards: 410
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
4.75
6.8
65
61
Specification Test Method
4-5 ASTM C-143
4-8 ASTM C-231
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
5 1 6.00 28.27 01/10/2003
5 2 6.00 28.27 01/10/2003
5 3 6.00 28.27 01/3112003
5 4 6.00 28.27 01/31/2003
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 92,960 3,290
7 94,320 3,340
Average 3,320
28 130,770 4,620
28 133,230 4,710
Average 4,670
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) Transwestem Commercial Services
(1) O'Brien & Assoc
(1) Hill & Wilkinson LTD
(2) Carter & Burgess Inc
(1) TechniStructures
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Staples 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
materials.
Page 5 of 5 o~_L~.~-;.~..~
I ~ - lrerracun
PROJECT: '~'~-~1 ~:::~1~$ Page .__ of
lJOB NO. ~. q'~ ~1~ ~. Date ~/~ /O 3 Comp. By CHECKED BY: ,
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CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0209
Service Date: January 27, 2003
ll'erracan
8901 Carpenter F~Ny, 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
February 04, 2003
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batcl~ Time: 8:11am Plant: 1
Supplier: Potter Concrete
Truck No: 116
Mix I.D. No.: 7753
Ticket No: 13320
Sample Information
Sample Time: 8:44am Date Cast: January 27, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: See placement location
Placement Location: Paving W of building
(See attachments)
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
7.4 4-8 ASTM C-231
56 ASTM Cl 064
55 ASTM C-1064
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 02103/2003 7 97,900 3,460
I 2 6.00 28.27 02/03/2003 7 99,970 3,540
Average 3,500
1 3 02/24/2003 28
1 4 02/24/2003 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 properties of other apparently similar or identical
materials.
Page 1 of 6 o~-~.LW.'~-,,,~'.,o~'
,CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380:0209
Service Date: January 27, 2003
'lrerracon
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
Februa~ 04,2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 9:33am Plant: 1
Supplier: Potter Concrete
Truck No: 102
Mix I.D. No.: 7753
Ticket No: 113277
Sample Information
Sample Time: 9:56am Date Cast: January 27, 2003
Technician: JoseA. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 7.0
Concrete Temperature, o F: 55
Ambient Temperature, o F: 40
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Ama
No. ID (inches) ~q. inche~
2 1 6.00 28.27
2 2 6.00 28.27
Specification
Test Method
4-5 ASTM C-143
4-8 ASTM C-231
ASTM C1064
ASTM C- 1064
Date
Tes!ed
02/03/2003
02/03/2003
2 3 02/24/2003
2 4 02/24/2003
Age at
Test
(days)
7
Average
28
Maximum Compressive
Load Strength
(lbs) (psi)
97,330 3,440
96,170 3,400
3,420
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 properties of other apparently similar or identical
materials.
Page 2 of 6 o~Lw~*~..~w
,CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0209
Service Date: January 27, 2003
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spring Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Nodhpoint
Coppell, TX
Project Number: 94021380
1Ferracan
8901 Carpenter Fro/y, Ste #100
Dallas, Texas 75247
(214) 630-1010
February 04, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 10:35am Plant: 1
Supplier: Potter Concrete
Truck No: 103
Mix I.D. No.: 7753
Ticket No:' 113288
Sample Information
sample Time: 10:50am Date Cast: January 27, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 210
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
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
5.00 4-5 ASTM C-143
7.8 4-8 ASTM C-231
57 ASTM C1064
44 ASTM C-1064
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 02/03/2003 7 94,1 O0 3,330
3 2 6.00 28.27 02/03/2003 7 93,240 3,300
Average 3,320
3 3 02/24/2003 28
3 4 02/24/2003 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 properties of other apparently similar or identical
materials.
Page 3 of 6 0~-~LW~-F~..
· CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0209
Service Date: January 27, 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
February 04, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 11:34am Plant: 1
Supplier: Potter Concrete
Truck No: 115
Mix I.D. No.: 7753
Ticket No: 113298
Sample Information
Sample Time: 11:55am Date Cast: January 27, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 310
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page I
Field Test Data
Test
Result Specification Test Method
Slump, inches: 5.00 4-5 ASTM C-143
Air Content, %: 6.5 4-8 ASTM C-231
Concrete Temperature, o F: 59 ASTM Cl 064
Ambient Temperature, o F: 49 ASTM C-1064
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)
4 1 6.00 28.27 02/03/2003 7 95,350 3,370
4 2 6.00 28.27 02/03/2003 7 93,170 3,290
Average 3,330
4 3 02/24/2003 28
4 4 02/24/2003 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 properties of other apparently similar or identical
materials.
Page 4 of 6 ~w~,-r.,.. ~,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0209
Service Date: January 27, 2003
'll'erracan
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
February 04, 2003
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 12:57pm4 Plant: 1
Supplier: Potter Concrete
Truck No: 103
Mix I.D. No.: 7753
Ticket No: 113308
Sample Information
sample Time: 1:15pm Date Cast: January 27, 2003
Technician: JoseA. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 410
Placement Method: Pump
Sample Locations: See page 1
Placement Location: see page 1
Field Test Data
Test
Result Specification Test Method
5.00 4-5 ASTM C-143
7.4 4-8 ASTM C-231
63 ASTM C1064
54 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)
5 1 6.00 28.27 02/03/2003 7 109,910 3,890
5 2 6.00 28.27 02/03/2003 7 112,580 3,980
Average 3,940
5 3 02/24/2003 28
5 4 02/24/2003 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 properties of other apparently similar or identical
materials.
Page 5 of 6 ~<LW~O~-F~,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021380.0209
Service Date: January 27, 2003
'lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: Transwestern Commercial Services
Attn: James Gaspard
5001 Spdng Valley Rd Ste 600 W
Dallas TX 75244
Report Date:
Project: Staples
201 Northpoint
Coppell, TX
Project Number: 94021380
February 04, 2003
Material In formation
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 1:53pm Plant: 1
Supplier: Potter Concrete
Truck No: 116
Mix I.D. No.: 7753
Ticket No: 113318
Sample Information
Sample Time: 2:16pm Date Cast: January 27, 2003
Technician: Jose A. Martinez
Weather Conditions: Cloudy
Accumulative Yards: 510
Placement Method: Pump
Sample Locations: See page 1
Placement Location: See page 1
Field Test Data
Test
Result Specification Test Method
Slump, inches: 5.00 4-5 ASTM C-143
Air Content, %: 7.0 4-8 ASTM C-231
Concrete Temperature,° F: 65 ASTM C1064
Ambient Temperature, o F: 57 ASTM C-1064
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)
6 I 6.00 28.27 02/03/2003 7 104,640 3,700
6 2 6.00 28.27 02/03/2003 7 101,210 3,580
Average 3,640
6 3 02/24/2003 28
6 4 02/24/2003 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
(1) TechniStruct utes
(1) City of Coppell - Constr Insp
(1) City of Coppell ~ Bldg Insp
(1) Staples Inc
Reviewed by:
HBC/Terr~
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 6 of 6
PROJECT: ''%''~' A,? I'~ Page. of
JOB NO. °lC[°~" 1'5~ z~.~.,~ Date I/~.7/o_3 Comp. By CHECKED BY:
Form 112--5-93
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