Amberpoint BP-LR020507 (2)CONCRETE COMPRESSIVE STRENGTH TEST
RepOrt Number: 94021029.0254
Service Date: April 29, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fnvy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 10:52am
Supplier: Potter
Truck No: 115
Mix I.D. NO.: 9337
Plant: 16
Ticket No: 613470
Sample Information
Sample Time: 11:30am Date Cast: April 29, 2002
Technician: Gerry Graham
Weather Conditions: Fair, partly cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Piers
Sample Location: Piers Q/10.2, Q.1/11.1
and bell only and Pier Q/11
Field Test Data
Test
Result Specification Test Method
Slump, inches: 6.00 5-7 ASTM C-143
Air Content, %: N/A
Concrete Temperature, o F: 86 ASTM C1064
Ambient Temperature, o F: 82 ASTM C-1064
Plastic Unit Weight, pcf:
LaboratorF Test Data
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
1 I 6.00 28.27 05/06/2002 7
1 2 6.00 28.27 05/06/2002 7
Average
I 3 05/27/2002 28
I 4 05/27/2002 28
Maximum Compressive
Load St~.~h
(lbs)
83,770 2,960
87,950 3,110
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
st[ength samples.
Technician: Gerry Graham
Report Distribution:
(1) Transweatem Commer~,ial Sewices
(1) O'Brlan & Associates Inc
(1) TechniStmctures Inc
(1) City of Coppell - Constr Insp
(1) c~ of Copflell - Bidg ~nsp
(1) Hill & Willdnsoa Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engi~
Eugene Harbour
Principal
The tests were perforated 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 no{ be reproduced excep{ in full without the written approval of Terrace~. Test results transmitted herein are o~ly applicabis
to the aclual samples tested at the iocetion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1 o~.ss~,,~,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0250
Service Date: April 26, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frw'/., Suite #100
Dallas, Texas 75247
(214) 63O-lOlO
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number:. 94021029
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 10:37am
Supplier:. Potter
Truck No: 107
Mix I.D. No.: 9337
Plant: 16
Ticket No: 613436
Sample Information
Sample Time: 10:58am Date Cast: ^pdl 26, 2002
Technician: Gerry Graham
Weather Conditions: Cloudy & fair
Accumulative Yards: 10
Placement Method: Direct Discha~e
Sample Locations: Pier Q/5 and Q/5.5
Placement Location: Piers
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.75
71
54
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
I 1 6.00 28.27
1 2 6.00 28.27
1 3
1 4
Specification
Test Method
5-7 ASTM C-143
N/A
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
05/03/2002 7 136,260 4,820
05/03~2002 7 134,140 4,740
Average 4,780
05/24/2002 28
05/24/2002 28
Services - Obtain samples of fresh concrete at ~he placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(1) Tmnsva~em Commercial Services
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell -Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Fawn Insurance
Reviewed by:
Pdncipel
The tests were performed In general accordance with applicebie ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall not be reproduced excepl in full without the written approval of Terreonn. Test results transmitted herein are only applicable
to the ac{ual samples tested at the Iocetion(s) referenced and are nc{ necessarily indicative of the propedJes of other apparently similar or identical
materials.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0187
Service Date: April 5, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
· (214) 63o-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberp0int Bus. Pk. (~ Coppell
Coppell, Texas
Project Number; 94021029
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 8:24am Plant: 16
Supplier: Potter
TruCk No: 108
Mix I.D. No.: 9337
Ticket No: 612721
Sample Information
Sample Time: 8:37am Date Cast: April 5, 2002
Technician: Gerry Graham
Weather Conditions: Fair, cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: 1(/3, L/3, MI3 & N/3
Placement Location: Piers
Field Test Data
Test
Result
Slump, inches: 6.25
Air Content, %:
Concrete Temperature,o F: 66
Ambient Temperature, o F: 55
Plastic Unit Weight, pcf:
Laboratory Test Data
Specification
Test Method
5-7 ASTM C-143
N/A
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 04/12/2002
1 2 6.00 28.27 04/12/2002
I 3 6.00 28.27 05/03/2002
I 4 6.00 28.27 05103/2002
Age at Maximum Compressive
Test Load St~sn~th
(days) (lbs)
7 120,020 4,240
7 124,100 4,390
Average 4,320
28 153,580 5,430
28 151,320 5,350
Average 5,390
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brien & Associates Ins
(1) TechniStructures Inc
(1) City of Coppeil - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1} Halff Associstes
(1) State Farm Insurance
Reviewed by:
Principal
The tes~ were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclueively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terraco~. Test results transmitted herein ara en~/appltcal~e
to the actual samples tested at the lecation(s)referenced and are not necessarily indk:~afive of the properties of other apparently similar ~ identical
materials.
Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0247
Service Date: April 25, 2002
890t Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029.
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
Materfal Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 12:16pm
Supplier: Potter
Truck No: 115
Mix I.D. No.: 9337
Plant: 16
Ticket No: 613394
Sample Information'
Sample Time: 12:31pm Date Cast:April 25, 2002
Technician: Gerry Graham
Weather Conditions: Fair, cloudy & windy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Piers
Sample Location: Piers O.8/1.8, P11.6 and
bottom half of bell of Q/1.8
Field Test Data
Test
Result
Slump, inches: 6.50
Air Content, %:
Concrete Temperature,o F: 71
Ambient Temperature, o F: 70
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
1 1 6.00 28.27
I 2 6.00 28.27
I 3
I 4
Specification
Test Method
5-7 ASTM C-143
N/A
ASTM C1064
ASTM C-1064
Age at
Date Test
Tested (days)
05/02/2002 7
05/02/2002 7
05/23/2002
Maximum Compressive
Load StyliSh
0bs)
119,710 * 4,230
117,130 · 4,140
Average 4,190
28 ~
05/23/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(1) Transwestem Commercial Services
(1) CYBden & Associates Inc
(1) TechniStruutures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & WiPdnson Ltd
(1) Halff Associates
(1) State F,m. Insurance
Reviewed by:
HBC Engin~
Eugene Harbour ·
The tests were performed in ge~erat accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shell not be reproduced except in full without the written approval of Te~racon. Test results transmitted herein are only applicable
to the ackml samples tested at the location(s) referenced and ara not necessarily indicative of the properties of uther apparently similar (x Identlce]
materials.
Page 1 of 1 o,-ss~,,K.,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number:. 94021029.0191
Service Date: April 4, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 2:04pm
Supplier: LMC
Truck No: 757
Mix I.D. No.: 44
Plant: 7
Ticket No: 7115188
Sample Information
Sample Time: 4:00pm Date Cast: Apdl 4, 2002
Technician: Steve Campbell
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
· Sample Locations: See placement location
Placement Location: Manhole at NW comer of slab
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
2.50
4.7
81
65
Specification.
Test Method
3.0 Max ASTM C-143
3.5-6.5 ASTM C-231
ASTM C1064
ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 I 6.00 28.27 04/11/2002
1 2 6.00 28.27 04/11/2002
1 3 6.00 28.27 05/02/2002
I 4 6.00 28.27 05/02/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 120,720 4,270
7 117,770 4,160
Average 4,220
28 154,000 5,450
28 149,230 5,280
Average 5,370
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Steve Campbell
Report Distribution:
(1) Transwestem Commercial Sewices
(1) O'Briert & Aeso=istes Inc
(1) TechniStructures Inc
(1) City of Copge# - Constr Insp
(1) City of Coppall- eldg Inap
(1) Hill & Wilkinson Lid
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
Principal
The t__,~__ were performed In general accordance with appli~de ASTM, AASHTO, or DOT test methods. This report is e~clusively for the use of the client
indicated above and shall not be refxeduced excepl 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 rto~ necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0183
Service Date: April 4, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
89Ol carpenter Fn~/., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 10:29am
Supplier: Potter
Truck No: 103
Mix I.D. No.: 9337
Plant: 16
Ticket No: 612594
Sample Information
Sample Time: 10:37am Date Cast: April 4, 2002
Technician: Gerry Graham
Weather Conditions: Fair, cloudy
Accumulative Yards: 20
Placement Method: Direct Discharge
Sample Locations: BI4 C/4 & D/4
Placement Location: Piers
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.75
67
56
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
5-7 ASTM C-143
N/A
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs)
(PS0
04/1112002 7 153,820 5,440
04/11/2002 7 153,470 5,430
Average 5,440
05/02/2002 28 186,660 6,600
05/02/2002 28 185,000 6,540
Average 6,570
Services o Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(1) Transwestem Commercial Sewices
(1) O'Bfien & Associates Inc
(1) TechniStruotures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppe#- Bldg Insp
(1) Hill & Willdnson Ltd
(1) Halff Aesociates
(1) State Farm Insurance
Reviewed by:
/
HBC Eng~g/
Eugene Harbour
Princip~
The tests were performed in general accordanca with applicable ASTM, AASHTO. or DOT test rne~hods. This refxxt is e~=lualveiy for the use of the client
indiuated above and shall r~ be reproduced exce~ot in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referem:ed and are not necessarily indicative of the propeffies of other appanmtly similar or identical
materials.
Page 1 of I
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0244
Service Date: April 24, 2002
Client: Trenswestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fn, q., Suite #100
Dallas, Texas 75247
'(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 10:39am
Supplier: Potter'
Truck No: 113
Mix I.D. No.: 9337
Plant: 16
Ticket No: 613378
Sample Information
Sample Time: 10:46am Date Cast: April 24, 2002
Technician: Gerry Graham
Weather Conditions:
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Piem E.6/1 and F.4/1
Placement Location: Piem
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Uni~. Weight, pcf:
Laboratory Test Data
Result
6.25
81
Specification
Test Method
5-7 ASTM C-143
N/A ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Test
(days)
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
I 1 6.00 28.27 05/01/2002 7 97,940
1 2 6.00 28.27 05/01/2002 7 99,870
Average
1 3 05/22/2002 28
1 4 05/22/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
3,460
3,530
3,500
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
TechniCian: Gerry Graham
Report Distribution:
(1) Transweatem Commercial Services
(1) O'Bfien & Associates Inc
(1) TechniStruotures Inc
(1) City of Coppell - Co~str Insp
(1) City of Coppell - Bldg insp
(1) Hill & Wilidnson Ltd
(1) Halff Associates
(I) State Farm Insurance
Reviewed by:
HBC Engi~~
Eugene Harbour
Principal
'The ~___,~__ were parfmmed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively fer 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 ara not necessarily Indlcat'we of the properties of other apparently similar or identical
materials.
Page 1 of 1 o~.ss~K~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number:. 94021029.0180
Service Date: April 3, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpartter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Ambsrpoint Building No. 1
Ambsrpoint Bus, Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: 9:00am Plant: 16
Supplier: Potter
Truck No: 114
Mix I.D. No.: 9337
Ticket No: 612511
Sample Information
Sample Time: 9:20am Date Cast: April 3, 2002
Technician: Steve Campbell
Weather Conditions: Clear, windy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier D-6
Placement Location: Piers D-6, E-6, F-6
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
I 1
I 2
Result Specification Test Method
6.50 6-7 ASTM C-143
None
62 ASTM C1064
49 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 04/10/2002 7 133,200 4,710
6.00 28.27 04/10~2002 7 133,560 4,720
Average 4,720
6.00 28.27 05/01/2002 28 157,130 5,560
6.00 28.27 05/01/2002 28 157,110 5,560
Average 5,660
I 3
1 4
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Steve Campbell
Report Distribution:
(1) Transwestem Commercial Sen, ices
(1] O'Brisn & Associates Inc
(1] TechniStructuras Inc
(1) City of Copflell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1)~ State Farm Insurance
Reviewed by:
/
HBC Engin.~
Eugene Harbour
Principal
The tests were perfom~:l In general accordance with applicable ASTM, AASHTO, or DOT fast meth~xts. This report is ~xclusivsiy for tl~ I of the c~t
indicated above and shall not be reproduced except in full without the writte~ approval of Tarracen. Test results transmitted hewn am only apl~cable
to the actual samples tested at the location(s) referenced and are not necessarily indk:ative of the properties of other appare~ly similar or identical
Page 1 of 1 o,~_w,=,~=~.,~.,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fhvy., Suite #100
. Dallas, Texas 75247
(214) 630-t010
Report Date: May 07, 2002
Project: Amberpoint Building No; 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information.
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 2:54am Plant: 16
Supplier: Potter
Truck No: 102
Mix I.D. No.: 9349
Ticket No: 612521
Sample Information
sample Time: 3:25am Date Cast: April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: 9, C.1
Placement Location: Slab lines (9-11 ,C-0)
Field Test Data
Test Result Specification Test Methoc]
Slump, inches: 6.00 ASTM C-143
Air Content, %:
Concrete Temperature, o F: 60 ASTM C1064
Ambient Temperature, o F: 48 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)
I I 6.00 28.27 04/11/2002 7 154,180 5,450
I 2 6.00 28.27 04/11/2002 7 151,860 5,370
Average 5,410
1 3 6.00 28.27 05/02/2002 28 178,170 6,300
1 4 6.00 28.27 05/02/2002 28 174,720 6,180
Average 6,240
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 witl'~ut the written approval of Terrec~n. Test results transmitted herein are only applicable
to the act,ual samples tested at the lecation(s) referenced and are not necessarily indicative of the properties of other apparently similar or Ide~tical
materials.
Page 1 of 7 o~v,~-~.~.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fnvy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 3:30am
Supplier: Potter
Truck No: 111
· Mix I.D. No.: 9349
Plant: 16
Ticket No': 612529
Sample Information
Sample Time: 4:05am Date Cast:April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 100
Placement Method: Direct Discharge
Sample Locations: D.3, 10.5
Placement Location: Slab lines 9-11, C-0
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set' Specimen
No. ID
2 1
2 2
Resu~
5.75
59
48
Diameter Area
(inche~ (sq. inches)
6.00 28.27
6.00 28.27
2 3 8.00 28.27
2 4 6.00 28.27
Specification Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psl~ .
04/11/2002 7 160,270 5,670
04/11/2002 7 154,890 5,480
Average 5,580
05/02/2002 28 184,710 6,530
05/02/2002 28 188,990 6,680
Average 6,610
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast comptess;ve
strength samples.
The tests were perl'owced 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 bo reproduced excepl in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the Iocetion(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 7 .~o~-,~.,~.,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 2002
Client: Transwestern Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite#100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 4:27am Plant: 16
Supplier: Potter
Truck No: 110
Mix I.D. No.: 9349
Ticket No: 612541
Sample Information
Sample Time: 5:00am Date Cast: April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 210
Placement Method: Direct Discharge
Sample Locations: 10.4, E
Placement Location: Slab lines (9-11, C-0)
Field Test Data
Test
Slump, inches:
Air content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
set specimen
No. ID
3 1
3 2
Result
5.50
6O
48
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 28.27
3 3 6.00 28.27
3 4 6.00 28.27
Specification Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/11/2002 7 152,640 5,400
04/11/2002 7 148,300 5,240
Average 5,320
05/02/2002 28 176,990 6,260
05/02/2002 28 179,210 6,340
Average 6,300
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed In gefleral 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 repe~duced excepl in full without the written approval of Terracon. Test results transmitted herein are only applicabie
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 7 O~*~W~*F~,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fn,~y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Matedal Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 5:05am Plant: 16
Supplier: Potter
Track No: 111
Mix I.D. No.: 9349
Ticket No: 612549
Sample Information
Sample Time: 5:30am Date Cast:April 4, 2002
Technician: Marvin Arendia
Weather Conditions: Clear
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: 9.2, F.8
Placement Location: Slab lines 9-11, C-N
Field Test Data
Test
Result Specification Test Method
Slump, inches: 5.50 ASTM C-143
Air Content, %:
Concrete Temperature, o F: 60 ASTM Cl 064
Ambient Temperature, o F: 48 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)
4 I 6.00 28.27 04/11/2002 7 165,890
4 2 6.00 28.27 04/11/2002 7 171,270
Average
4 3 6.00 28.27 05/02/2002 28 203,480
4 4 6.00 28.27 05/02/2002 28 201,470
Average
Maximum Compressive
Load
(,bs) h
5,870
6,060
5,970
7,200
7,130
7,t70
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
~ the actual esrnp!es tested at'the [ocation(s) referenced and are not necessarily indicative of the properties of ather apparently similar or identical
Page 4 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report NUmber: 94021029.0181 .
Service Date: April 4, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fn,~y., Suite #100
Dsila~, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 6:33am Plant: 16
Supplier: Potter
Truck No: 107
Mix I.D. No.: 9349
Ticket No: 612560
Sample Information
Sample Time: 7:00am Date Cast:April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 400
Placement Method: Direct Discharge
Sample Locations: J, 10
Placement Location: Slab lines 9-11, C-N
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %:
Concrete Temperature,o F: 60
Ambient Temperature, o, F: 48
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
5 1 6.00 28.27
5 2 6.00 28.27
5 3 6.00 28.27
5 4 6.00 28.27
Specification
Test Method
ASTM C-143
ASTM Cl 064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/11/2002 7 164,510 5,820
04/11/2002 7 169,860 6,010
Average 5,920
05/02/2002 28 194,310 6,870
05/02/2002 28 192,380 6,800
Average 6,840
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 e~clusiveiy for the use of the client
indicated above and shall not be reproduced exce~ in full without the written approval of Terrecon. 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 7 ~<~,,,=,-~,. ,w
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
service Date: April 4, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 63o-101o
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 8!13am
Supplier: . Potter
Truck No: 102
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612569
Sample Information
Sample Time: 8:45am Date Cast:April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 500
Placement Method: Direct Discharge
Sample Locations: L, 9.3
Placement Location: Slab lines (9-11, C-N)
Field Test Data
Test
Result Specification Test Method
5.50 ASTM C-143
60 ASTM C1064
53 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)
6 I 6.00 28.27 04/11/2002 7 152,960 5,410
6 2 6.00 28.27 04/11/2002 7 159,110 5,630
Average 5,520
6 3 6.00 28.27 05/02/2002 28 180,890 6,400
6 4 6.00 28.27 05/02/2002 28 189,680 6,710
Average 6,560
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were perf(xmed In general accordance with appftcable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shell no{ be reproduced except in full without the written approval of Terrecon. Test results transmitted herein are only appt~able
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the proflertiss of other apparently similar or identical
materials.
Page 6 of 7 o,~...,~,~,.. ~.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0181
Service Date: April 4, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frl~y.I Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 9:10am Plant: 16
Supplier: Potter
Truck No: 108
Mix I.D. No.: 9349
Ticket No: 612581
Sample Information
Sample Time: 9:35am Date Cast: April 4, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 600
Placement Method: Direct Discharge
Sample Locations: M.3, 9.8
Placement Location: Slab lines 9-11, C-N
Field Test Data
Test
Result
Slump, inches: 4.00
Air Content, %:
Concrete Temperature, o F: 60
Ambient Temperature, o F: 54
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (SCl. inches)
7 I 6.00 28.27
7 2 6.00 28.27
7 3 6.00 28.27
7 4 6.00 28.27
Specification Test Method
ASTM C-143
ASTM Cl 064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/11/2002 7 155,630 5,500
04/11/2002 7 151,280 5,350
Average 5,4,30
05/02/2002 28 181,140 ,6,410
05/02/2002 28 182,430 6,450
Average 6,430
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Bhen & Aasooiatas Irc
(1) TechniStmctures Irc
(1) City of Coppall - Constr Insp
(1) City of Coppell- Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engineer'~
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This refxxt Is exclusively for the use of the ¢#ont
indicated above and shall nnt be reproduced except in full without the written approval of Termcon. Test results transmitted herein are only applicable
to the actual samples lasted at the location(s) referenced and are not necessarily indicative of the propatias of other apparently similar o~ identical
materials.
Page 7 of 7
, *' CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0189
Service Date: April 5, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010 ~
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Matedal Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 3:00am Plant: 16
Supplier: Potter
Truck No: 109
Mix I.D. No.: 9349
Ticket No: 612657
Sample Information
Sample Time: 5:30am Date Cast: April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: C.1, 7
Placement Location: Slab- lines (C-N, 7-9)
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
I 1
1 2
Result Specification Test Method
5.25 ASTM Co143
64 ASTM C1064
53 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27. 04/12/2002 7 140,990 4,990
6.00 28.27 04/12/2002 7 144,740 5,120
Average 5,060
6.00 28.27 05/03/2002 28 187,200 6,620
6.00. 28.27 05/03~2002 28 186, 580 6,600
Average 6,610
1 3
1 4
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 acca'dance with applicable ASTM, AASHTO, or DOT test melhods. This relx~ is exclusively for the use of the cli
indicated above and shall no{ 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 7
cONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0189
Service Date: April 5, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fm/y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 3:33am
Supplie~. Potter
Truck No: 113
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612659
Sample Information
Sample Time: 4:05am Date Cast: April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 100
Placement Method: Direct Discharge
Sample Locations: D.9, 8.1
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %:
Concrete Temperature, o F: 65
Ambient Temperature, o F: 54
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27 '
2 3 6.00 28.27
2 4 6.00 28.27
Services -
Specification Test Method
ASTM C-143
ASTM C 1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbS) (psi)
04/12/2002 7 148,960 5,270
04/12/2002 7 147,560 5,220
Average 5,250
05/03/2002 28 174,680 6,180
05/03/2002 28 183,590 6,490
Average 6,340
Obtain samples of fresh concrete at the placement locations, perform required field tests and ~ast compressive
strength samples.
The tests were performed in general acc~dance with applicable ASTM, AASHTO, or DOT test me{hods. This report is exclusively for the use of the client
indicated above and shell not be reproduced except in full without the written approval of Terracon. Test results transmitted herein are only apl~lcable
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 7 o~.~_w~=~,, ~,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0189
Service Date: April 5, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 63o-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ CopPell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time:
Supplier: Potter
Truck No:
Mix I.D. No.: 9349
Plant: 16
Ticket No:
Sample Information
Sample Time: 4:45am Date Cast: April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 200
Placement Method: Direct Discharge
Sample Locations: F.1, 9.8
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
Set Specimen Diameter
No. ID
Result Specification Test Method
5.00 ASTM C-143
65 ASTM C1064
54 ASTM C-1064
Age at
Area Date Test
(inches) (sq. inches) Tested (days)
3 ' 1 6.00 28.27 04/12/2002 7 151,980
3 2 6.00 28.27 04/1 2/2002 7 162,780
Average
3 3 6.00 28.27 05/03~2002 28 186,350
3 4 6.00 28.27 05/03~2002 28 187,500
Average
Maximum Compressive
Load Strength
(lbs) (psi)
5,370
5,760
5,570
6,590
6,630
6,610
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were perforated in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is excJueively for the use of the cilant
indicated above and shall not be reproduced except In full without the written approval of Termcon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not nec_~__~_rily indicative of the properties of other apparently similar or identical
materials.
Page 3 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0189
Service Date: April 5, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dalias, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi ~ 28 Days
Batch Time: Plant: 16
Supplier: Potter
Truck No:
Mix I.D. No.: 9349
Ticket No:
Sample Information
sample Time: 3:20am Date Cast: April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: J.1, 8.1
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %:
Concrete Temperature, o F: 65
Ambient Temperature, o F: 54
Plastic Unit Weight, pcf:
Laboratory Test Data
Set specimen Diameter Area
No. ID (inches) (sq. inches)
4 I 6.00 28.27
4 2 6.00 28.27
4 3 6.00 28.27
4 4 6.00 28.27
Specification
Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) . (lbs) (psi)
04/12/2002 7 156,040 5,520
04/12/2002 7 145,780 5,160
Average 6,340
05/03/2002 28 182,500 6,450
05/03/2002 28 176,470 6,240
Average 6,350
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were per[ormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is e~clusively for the use of the client
indicated above and shall not be reproduced excel~ in full without the written approval of Terraco~. Test results transmitted herein are ~ly applicable
fo the actual samples tested at the kx:ation(s) referenced and are not necessarily indicative of the properties of o~her apparently similar or identical
materials.
Page 4 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0189
Service Date: ^pdl 5, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 6:03am Plant: 16
Supplier: Potter
Truck No: 109
Mix I.D. No.: 9349
Ticket No: 612692
Sample Information
Sample Time: 6:25am Date Cast: April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 400
Placement Method: Direct Discharge
Sample Locations: J.7.3
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %:
Concrete Temperature,o F: 65
Ambient Temperature, o F: 54
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
5 I 6.00 28.27
5 2 6.00 28.27
5 3 6.00 28.27
5 4 6.00 28.27
Specification
Test Method
ASTM'C-143
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psO
04/12/2002 7 146,660 5,190
04/12~2002 7 145,590 5,150
Average 5,170
05/03/2002 28 183,270 6,480
05/03/2002 28 181,030 6,400
Average 6,440
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 [or 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(si referenced and are not necessarily indicative of the properties of o~her apparently similar or identical
materials.
Page 5 of 7 o~.~w~,~,,~,,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: g4021029.0189
Service Date: April 5, 2002
Client: TranSWestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 6:48am
Supplier: Potter
Truck No:
Mix I.D. No.: 9349
Plant: 16
Ticket No:
Sample Information
Sample Time: 7:15am Date Cast: April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 510
Placement Method: Direct Discharge
Sample Locations: L.5, 8.6
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
Set Specimen
No. ID
6 1
6 2
Result Specification Test Method
5.00 ASTM C-143
65 ASTM C1064
57 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) .(sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 04/12/2002 7 138,480 4,900
6.00 28.27 04/12/2002 7 147,450 5,210
Average 5,060
6.00 28.27 05/03/2002 28 181,700 6,430
6.00 28.27 05/03/2002 28 179,740 6,360
Average 6,400
6 3
6 4
Services - Obtain samples of fresh concrete at the placement locations, perforn'~ required field tests and cast compressive
strength samples.
The tests were parfonT~,,d in general accordance with applicable ASTM, AASHTO, or DOT test ~. This rel~'t is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the wrlffen approval of Torracon. Test results transmitted horsin are only apfllicable
to the actual samples tested at the location(s) referenced and are no~ necessarily indicative of the prepertiss of other apparently similar or identical
Page 6 of 7 n~_w~,-;~,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number.' 94021029.0189
Service Date: April 5, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 07, 2002
Project: Amberpoint Building No. 1
^mberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 7:31am
Supplier: Potter
Truck No: 110
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612711
Sample Information
Sample Time: 7:55am Date Cast: April 5, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 500
Placement Method: Direct Discharge
Sample Locations: L.9, 7.4
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
3.75
65
57
Specification
Test Method
ASTM C-143
ASTM C1064
ASTM C-1064
Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
7 1 6.00 28.27 04/12/2002 7
7 2 6.00 28.27 04/12/2002 7
7 3 6.00 28.27 05/03/2002
7 4 6.00 28.27 05~03~2002
Maximum Compressive
Load Strength
(lbs) (psi)
148,550 5,250
145,590 5,150
Average 5,200
28 167,120 5,910
28 169,490 5,990
Average 5,950
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestern Commercial Services
(1) O'Brlen & Associates Inc
(1) TechniStruotures Inc
(1) City of Coppeil - Constr Insp
(1) City of Coppell- BIdg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Eng ~.~ng
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 exoep{ in full without the written approval of Term(on. Test results transmitted herein are only al~icable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prope~tiss of other apparently similar or identical
materials.
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