Amberpoint BP-LR020513Report 8901 Carpenter Rwy., Sure#100
Service Date: April 12, 2002 Dallas, Texas 75247
(214) 630-1010
Client: T~l~l~RR~l~emial Services
/~: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
Report Date: May 13, 2002
Project: Ambemoint Building No. 1 A
'A'-mberpoint bUS. t~K. ~. ~oppell
Coppell, Texas
Project Number:. 94021029
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 10:33am Plant: 16
Supplier. Potter
Truck No: 112
Mix I.D. No.: 9337
Ticket No: 612914
Sample InfOrmation
Sample Time: 10:45am Date Cast:April 12, 2002
Technician: Gerry Graham
Weather Conditions: Fair, clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: A/1 and A/1.5
Placement Location: Piers
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Labors'tory Test Data
set specimen
No. ID
I 1
I 2
Result Specification Test Method
6.25 5-7 ASTM C-143
2.6 N/A ASTM C-231
77 ASTM C1064
72 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 04/19/2002 7 99,900 3,530
6.00 28.27 04/19/2002 7 97,240 3,440
Average 3,490
6.00 28.27 05/1012002 28 130,800 4,630
6.00 28.27 05/10/2002 28 138, ~ 90 4,890
Average 4,760
I 3
I 4
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Geny Graham
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Brien & Associates Inc
(1) TechnlStructures Inc
(l) c~ of copbe~- c~str insp
(1) City of Coppell - Bldg Insp
(1') Hill & Willdnsen Ltd
(1) Halff Associates
(1) State Farm InSurance
Reviewed by:
HBC Eng,~
Eugene Harbour
Pdncipal
The tests were perfommd in gensml accedence with applicable ASTM, AASHTO, or DOT test meflmds. This report is exclusively for the use of the client
indicated above and shall not be reproduced excep~ in full without the written approval of Terrecon. Test results transmitted herein am enly applk?,able
to the actual samples tested at the location(s) referenced and are not necessadly indicative of the pmpedisa of other apparently similar or identical
materials.
Page 1 of 1
'CONCRETE COMPRESSIVE STRENGTH TEST
Report Number:. 94021029.0203
Service Date: April 11, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fnvy., Suite #100
Dallas, Te~sa 75247
(214) 630-1010
Report Date: May 13,2002
Project: Amberpoint Building No. 1
Amberpoint Bus. ~Pk. ~} Coppell
Coppell, Texas
Project Number: 94021029
Materfal Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 11:55am
Supplie~. Potter
Track No: 1888
Mix I.D. No.: 9337
Plant: 29
Ticket No: 42483
Sample Information
Sample Time: 1:00pm Date Cast: April 11, 2002
Technician: Steve Campbell
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Pier N-2
Placement Location: Piers M-2, N-2, 0-2
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
1 1
I 2
Result Specification Test Method
5.00 6-7 ASTM C- 143
1.1 None ASTM C-231
75 ASTM C1064
76 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6,00 28.27 04/18/2002 7 87,200 3,080
6.00 28.27 04/18/2002 7 94,800 3,350
Average 3,220
6.00 28.27 05/09/2002 28 118,450 4,190
6.00 28.27 05/09/2002 28 115,220 4,070
Average 4,130
1 3
.1 4
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and ca.st compressive
strength samples.
Technician: Steve Campbell
Report Distribution:
(1) Tra~.~veatem Commercial Sen, ices
(1) O'Brisn & Associates Inc
(1) TechnlStructures Inc
(I) City of Coppatl - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC En~0g
Eugene Horbour
Principal
The tsat~ were performed in general accordance with applicable ASTM, AASHTO, or DOT test meUtnds. This report is exclusively for the use of U~e
indicated above and ~hall rt~ be reproduced excel~ in full without the written approval of Terrecon. Test results transmitted herein am only apfllicabie
to the actual samples tested at the location(s) referenced and are no~ necessarily indicative of the properties of other apparently similar or identical
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0207
Service Date: April 12, 2002
Client: Transwestem cOmmercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fr~/., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 13, 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: 7:07am
Supplier: potter
Truck No: 102
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612872
Sample Information
Sample Time: 7:35am Date Cast: April ~12, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: C.2, 3.2
Placement Location: Slab- Lines 3-5, C-N
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
5.00 ASTM C-143
1.2 ASTM C-231
75 ASTM C1064
75 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 04/19/2002 7 141,130 4,990
6.00 28.27 04/19/2002 7 146,540 5,180
Average 5,090
6.00 28.27 05/10/2002 28 164,450 5,820
6.00 28.27 05/1012002 28 171,410 6,060
Average 5,940
1 3
1 4
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The ~e~ were pedonnsd in gensral accordance with applicable ASTM, AASHTO, o~ DOT test methods. This report is exclusively for the use of the client
indicated above and shell nnt be reproduced except in full without the written approval of Terracon. Test ras~lts transmitted herein are only appraise
to the actual samples tested at the Iocatinn(s) referenced and are not neceasadly indicative of the propeftias of other apparently similar Or identical
Page 1 of 7 ~.~w~,,,~,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0207
Service Date: April 12, 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 13, 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: 7:50am Plant: 16
Supplier: Potter
Truck No: 113
Mix I.D. No.: 9349
Ticket No: 612881
Sample Information
Sample Time: 8:20am Date Cast: April 12, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 100
Placement Method: Direct Discharge
Sample Locations: C.9; 4.0
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:
Result Specification Test Method
5.00 ASTM C-143
1.3 ASTM C-231
76 ASTM C1064
75 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 04/19/2002 7 143,130 5,060
2 2 6.00 28.27 04/19/2002 7 126,360 4,470
Average 4,770
2 3 6.00 28.27 05/10/2002 28 157,600 5,570
2 4 6.00 28.27 05/10/2002 28 161,970 5,730
, Average 5,650
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were pedormed 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 roi be reproduced except in full without the written approval of Terrecon. Test results transmitted herein are only apldlcable
to the actual samples tested at the location(s) referenced and are not necesaadly indicative of the properties of other apparently similar or identical
materials.
Page 2 of 7 o~.w~,.,.~..
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0207
Service Date: Apd112, 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 13, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pi(. ~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
SpeCified Strength: 4000 psi ~ 28 Days
Batch Time: 8:45am
Supplier:. Potter
Track No: 102
Mix I;D. No.: 9349
Plant: 16
Ticket No: 612891
Sample Information
Sample Time~ 9:20am Date Cast: April 12, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 200
Placement Method: Direct Discharge
Sample Locations: F.4, 3.9
Placement Location: See page I
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 (inches)
3 1
3 2
3 3
3 4
Services -
Result
5.00
1.3
75
76
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM Cl 064
ASTM C-1064
Area
(sq. inches)
6.00 28.27
6.00 28.27
6.00 28.27
6.00 28.27
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs)
(psi)
04/19/2002 7 130,880 4,630
04/19/2002 7 120,160 4,250
Average 4,440
05/10/2002 28 153,730 5,440
05/10/2002 28 164,710 5,820
Average $,630
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 appllc'able ASTM, AASHTO, or DOT test melhods. This report is exclusively for the u~e of the client
indicated above end shall no~ be reproduced except in full without the written approval of Termcon. Test rel~ults transmitted heroin are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the Ixope~des of other apparently similar or id~ticsi
materials. Page 3 of 7 ~w~,.,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0207
Service Date: April 12, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Finny., Suite #100
Dallas, Texas 75247
(214) 6~0-1010
Report Date: May 13, 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: 9:38am Plant: 16
Supplier: Potter
Truck No: 111
Mix I.D. No.: 9349
Ticket No: 612902
Sample Information
Sample Time: 10:15am Date Cast:April 12, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: G,8, 3.9
Placement Location: See page 1
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 1.2
Concrete Temperature? F: 75
Ambient Temperature, o F: 79
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (scI. inches)
4 1 6.00 28.27
4 2 6.00 28.27
Specification
Date
Tested
04/19/2002
04/19/2002
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
4 3 6.00 28.27 05/10/2002
4 4 6.00 28.27 05/10/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 124,620 4,410
7 120,660 -4,270
Average 4,340
28 148,840 5,260
28 149,180 5,280
Average 6,270
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The t _,~__ were performed in general accordance with applicable ASTM, AASHTO, or DOT test m~h,~._ __. This report is exclusively for the use of the otla~
indicated above and shall not be reproduced excep{ in full without the written approval of Tenacen. Test results transmitted herein are only applicable
to tt~e actual samples tested at the location(s) referenced and are not necessarily Indicative of the pmpertlas of other apparently similar or identical
matedsis.
Page 4 of 7
CONCRETE CoMpREsSIVE STRENGTH TEST
Report Number: 94021029.0207
Service Date: April 12, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fhvy., Suite #100
Dallas, Texas 75247
(214) 63O-lOlO
Report Date: May 13, 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: 10:28am
Supplier: Potter
Truck No: 114
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612913
Sample Information
Sample Time: 11:20am Date Cast: April 12, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 410
Placement Method: Direct Discharge
Sample Locations: H.9, 3.1
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
Set Specimen Diameter
No. ID (inches)
5 1
5 2
5 3
5 4
Services -
Result
5.00
1.4
77
80
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Area
(sq.._: inches)
6.00 28.27
6.00 28.27
6.00 28.27
6.00 28.27
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs)
(p~
04/19/2002 7 128,550 4,550
04/19~2002 7 124,100 4,390
Average 4,470
05/10/2002 28 161,150 5,700
05/10/2002 28 161,630 5,720
Average 5,710
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The ~.~.~%_ were performed In generel accordonca with applicable ASTM, AASHTO, or DOT teat methods. Th~ report is exclusively for the use of the clle~t
indicated above and st,all not be reproduced except in full without the written approval of Terrecon. Test results transmitted herein are only applicable
to the aclual samples tested at the location(e) referenced and are not necessarily indicative of the prope~ies of other apparently similar or identical
materials.
Page 5 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0207
Service Date: April 12, 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 13, 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: 11:38am
Supplier:. Potter
Truck No: 107
Mix I.D, No.: 9349
Plant: 16
Ticket No: 612923
Sample Information
Sample Time: 12:20pm Date Cast:April 12, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 500
Placement Method: Direct Discharge
Sample Locations: 1.7, 3.2
Placement Location: See page 1
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
6 1
6 2
Result Specification Test Method
5.50 ASTM C-143
1.4 ASTM C-231
78 ASTM C1064
85 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load St .rength
(inches) (sq. inches) Tested (days) (lbs)
6.00 28.27 04/19/2002 7 112,690 3,990
6.00 28.27 04/19/2002 7 113,360 4,010
Average 4,000
6.00 28.27 05/10/2002 28 131,170 4,640
6.00 28.27 05/10/2002 28 143,310 5,070
Average 4,860
6 3
6 4
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests w~e ped'ogmed in general asco~dance with applicable ASTM, AASHTO, or DOT tesi rnatheds. This repod Is exclusi~ for the use of the caent
indicated above and shall not be reproduced except in full without the written approval of Ten'aco~. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and am no~ necessarily indicative of the properties of other apparently similar or identical
Page 6 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0207
Service Date: April 12, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fn~j., Suite #100
Dallas, Te~es 75247
(214) 630,1010
Report Date: May 13, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material lnformation
Specified Strength: 4000 psi ~ 28 Days
Batch Time: 2:38pm
Supplie~. Potter
Track No: 110
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612952
Sample Information
Sample Time: 3:.!5pm Date Cast:April 12, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 610
Placement Method: Direct Discharge
Sample Locations: L.6, 4.2
Placement Location: See page I
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.00
1.3
78
85
Set Specimen Diameter Area
No. ID (inches) (sq. 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 C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (ps~
04/19/2002 7 133,610 4,720
04/19~2002 7 127,430 4, 510
Average 4,620
05/10~2002 28 165,310 5,850
05/10/2002 28 156,730 5,540
Average 5,700
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) Transweatem Commercial Services
(1) O'Brlen & Associates Inc '
(1) TechniStructures Inc
(1) City of C.,eppe~l - Conatr Insp
(1) City of Coppell - Bidg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
· HBC Engineefi~
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This relxxt is exclusively for the use of the client
indicated above and shall r~ be reproduced excep~ In full wlthol~ the wfittefl approval of Tarracon. Test results transmitted herein are only applicable
to the actual samples tested at lhe location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number:. 94021029.0262
Service Date: May 2, 2002
Client: Transwestem Commemial 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 13, 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: 5:50am
Supplier: Potter
Truck No: 114
Mix I.D. No.: 7752
Plant: 16
Ticket NO: 613528
Sample Information
Sample Time: 6:35am Date Cast: May 2, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Paving- W of building
(See attached sketch)
Field Test Data
Test
Result Specification Test Method
4.00 3 - 5" ASTM C-143
5.5 4 - 8% ASTM C-231
85 95 ASTM C1064
74 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 05/09/2002 7 133,990 4,740
1 2 6.00 28.27 05/0912002 7 136,110 4,810
Average 4,780
I 3 05~30/2002 28
1 4 05/30/2002 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 metheds. 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 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0262
Service Date: May 2, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fnsy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 13, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. @ Coppell
Coppell, Texas
Project Number: 94021029
Mater(al Information
Specified Strength: 4000 psi @ 26 Days
Batch Time: 6:32am
Supplier: Potter
Truck No: 114
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Ticket No: 613536
Sample Information
Sample Time: 7:15am Date Cast: May 2, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 100
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Pavement- NE of building
Result Specification Test Method
Slump, inches: 5.75 3 - 5" ASTM C-143
Air Content, %: 5.1 4 - 8% ASTM C-231
Concrete Temperature, o F: 85 95 ASTM C1064
Ambient Temperature, o F: 79 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)
2 I 6.00 28.27 05/09/2002 7 111,820 3,950
2 2 6.00 28.27 05/09/2002 7 114,970 4,070
Average 4,010
2 3 05/30/2002 28
2 4 05/30/2002 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 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0262
Service Date: May 2, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fn~j., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 13, 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: 7:40am Plant: 16
Supplier: Potter
Truck No: 110
Mix I.D. No.: 7752
Ticket No: 613546
Sample Information
Sample Time: 9:35am D~te Cast: May 2, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 200
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: Pavement
Note: HBC's technician informed foreman to
call plant dispatch & lower air by at least 2%.
Field Test Data
.Test
Result
5.50
6.8
85
71
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Specification Test Method
.3 - 5" ASTM C-143
4 - 8% ASTM C-231
95 ASTM C1064
· ASTM C-1064
Laboratory Test Data
. . Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. inches) Tested (days)
3 1 6.00 28.27 05/09/2002 7
3 2 6.00 28.27 05/09/2002 7
Average
3 3 05/30/2002 28
3 4 05/30/2002 28
Maximum Compressive
Load Strength
(lbs) (psi)
111,920 3,960
110,700 3,910
3,940
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
indicetod above and shall not be reproduced except in full without the written approval of Terracen. 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 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0262
Service Date: May 2, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fna~y., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 13, 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: 9:08am
Supplier: Potter
Truck No: 112
Mix I.D. No.: 7752
Plant: 16
Ticket No: 613560
Sample Information
Sample Time: 9:55am Date Cast: May 2, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 330
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: Pavement- NE of building
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
6.00 3 - 5" ASTM C-143
5.0 4 - 8% ASTM C-231 .
85 95 ASTM C1064
65 ASTM C-1064
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 05/09/2002 7 121,360 4,290
4 2 6.00 28.27 05/09~2002 7 126,700 4,480
Average 4,390
4 3 05/30/2002 28
4 4 05/3012002 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 Termcon. Test results transmitted herein are only appBcable
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 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0262
Service Date: May 2, 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 13, 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: 10:18am Plant: 16
Supplier: Potter
Truck No: 110
Mix I.D. No.: 7752
Ticket No: 613569
Sample Information
Sample Time: 10:40am Date Cast: May 2, 2002
Technician: Marvin Arandia
Weather Conditions: Light rain
Accumulative Yards: 420
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: Pavement- NE of building
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.50
5.2
85
68
Set Specimen Diameter Area
No. ID (inches) (.sq. inches)
5 I 6.00 28.27
5 2 6.00 28.27
5 3
5 4
Specification Test Method
3 - 5" ASTM C-143
4 - 8% ASTM C-231
95 ASTM C1064
ASTM C-1064
0 Age at Maximum Compressive
Date Test Load strength
Tested (days) (lbs) (psi)
05~09~2002 7 136,430 4,820
05/09/2002 7 129,820 4,590
Average 4,710
05~30~2002 28
05~30~2002 28
Services - Obtain samples of fresh concrete at the placement locations, pen~orm 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 wdffen approval of Terracon. Test results transmitted herein are only apfllk::able
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
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0262
Service Date: May 2, 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: May13, 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: 10:53am
Supplier: Potter
Truck No: 110
Mix I.D. No.: 7752
Plant: 16
Ticket No: 613577
Sample Information
Sample Time: 11:45am Date Cast: May 2, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 500
Placement Method: Direct Discharge
Sample Locations: See page 1
PlaCement Location: Pavement- NE of building
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
5.50 3 - 5" ASTM C-143
5.3 4 - 8% ASTM C-231
85 95 ASTM C1064
74 ASTM C-1064
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
6 I 6.00 28.27 05/09/2002 7 136,200 4,820
6 2 6.00 28.27 05/09/2002 7 137,350 4,860
Average 4,840
6 3 05/30/2002 28
6 4 05/30/2002 28
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
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 AS3WI, 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 Ten'acen~ 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 7 ~-~'~'~"~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0262
Service Date: May 2. 2002
Client: Transwestem 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 13, 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: 12:06pm
Supplier: Potter
Truck No:. 109
Mix I.D. No.: 7752
Plant: 16
Ticket No: 613587
Sample Information
Sample Time: 12:30pm Date Cast: May 2, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 600
Placement Method: Direct Discharge
Sample Locations: See page 1
Placement Location: Pavement
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
6.00 3 - 5" ASTM C-143
5.3 4 - 8% ASTM C-231
85 95 ASTM C1064
75 ASTM C-1064
Age at
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
7 I 6.00 28.27 05109~2002 7 124,270 4,390
7 2 6.00 28.27 05/0912002 7 126,590 4,480
Average 4,440
28
28
7 3 05130/2002
7 4 05130/2002
Maximum Compressive
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'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - BIdg Insp
(1) Hill & v~r~lkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
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 shalt not be reproduced except in fall 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 indicat'rve of the properties of other apparently similar or identical
materials.
Page 7 of 7
PROJECTt
PROJECT NO.:
CALCD. BY:
CHKD BY:
DATE: '~/~..
DATE:
1
cONCRETE COMPRESSIVE STRENGTH TEST
Report Number:. 94021029.0201
Service Date: April 11, 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 13, 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: 3:57am
Supplier: Potter
Truck No: 103
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612794
Sample Information
Sample Time: 4:25am Date Cast: April 11, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: C.2, 5.1
Placement Location: Slab lines C-N, 5-7
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
5.00
1.0
75
57
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
1 4 6.00 28.27
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days). (lbs)
(psi)
04/18~2002 7 110,770 3~920
04/18/2002 7 92,360 3,270
Average 3,600
05/09/2002 28 144,770 5,120
05/09/2002 28 149,760 5,300
Average 5,2t 0
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 meflxx]s. This report is exclusively for the use of the client
indicated above and shall not he reproduced exce~ in full without the wriffen approval of Terraco~. Test results transmitted herein are only app#cabis
to the a~tual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or id~tical
Page 1 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number:. 94021029.0201
Service Date: April 11, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Frwy., Suite #100
Dallas, Te_._,,~_ 75247
(214) 630-1010
Report Date: May 13, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Mater~al Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 4:32am
Supplier: Potter
Truck No: 113
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612801
Sample Information
Sample Time: 5:05am Date Cast: April 11, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 100'
Placement Method: Pump
Sample Locations: D.1, 5.9
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
5.25
1.4
74
57
Specification Test Method
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
2 1 6.00 28.27 04/18/2002
2 2 6.00 28.27 04/18~2002
2 3 6.00 28.27 05~09~2002
2 4 6.00 28.27 05/09~2002
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Ageat Maximum Compressive
Test Load Strength
(days) (lbs) (PSO
7 114,650 4,050
7 103,630 3,660
Average 3,860
28 145,770 5,160
28 140,140 4,960
Average 5,060
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The ~ 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 Terrecon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not nece~m_ ___ally indicative of the properties of other apparently similar or identical
Page 2 of 7
CONCRETE cOMPRESSIVE STRENGTH TEST
Report Number: 94021029.0201
Service Date: April 11,2002
Client: Transwestem Commemial 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 13, 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: 5:19am
Supplier: Potter
Track No: 103
Mix I;D. No.: 9349
Plant: 16
Ticket No: 612811
Sample Information
SamPle Time: 8:00am Date Cast: April 11, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 200
Placement Method: Pump
Sample Locations: F.1, 6.6
Placement Location: See page I
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
LaboratorV Test Data
ResuE
6.00
1'.3
75
58
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
3 1 6.00 28.27
3 2 6.00 28.27
3 3 6.00 28.27
3 4 6.00 28.27
Specification
Test Method
ASTM C- 143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (PSO
04/18/2002 7 119,280 4,220
04/18/2002 7 118,980 4,210
Average 4,220
05109/2002 28 148,800 5,260
05/09/2002 28 154,640 5,470
Average 6,370
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were parfom~ed in general accordance with applicable ASTM, AASHTO, or DOT teat melhods- This raport ts ex=lusively ~' the u~e of the client
indicated above and shall no~ be reproduced e~capt in full without the written appl'oval of Terracon. Test results transmitted herein are oaly 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 3 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0201
Service Date: .Apdl 11, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Rwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 13, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
CoPPelI, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 6:14am
Supplier: Potter
Truck No: 103
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612822
Sample Information
Sample Time: 7:05am Date Cast: April 11, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 300
Placement Method: Pump
Sample Locations: H.3, 5.8
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
No. ID
4 1
4 2
Result Specification Test Method
5.50 ASTM C- 143
1.2 ASTM C-231
73 ASTM C1064
58 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 04/18/2002 7 136,520 4,830
6.00 28.27 04/18/2002 .7 125,010 4,420
Average 4,630
6.00 28.27 05~09/2002 28 171,830 6,080
6.00 28.27 05/09/2002 28 146,200 5,170
Average ' 5,630
4 3
4 4
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast (~o~pressive
strength samples.
The tests were perl~xmed in ge~oral acc~dance with applicable ASTM, AASHTO, or DOT test methods. This report is exc;usNely for the use of the clion{
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 acflJal samples tested at the kx:ation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 4 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0201
Service Date: April 11, 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 13, 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: 7:22am
Supplier:. Potter
Truck No: 108
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612833
Sample Information
Sample Time: 8:00am Date Cast: ^prii 11,2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 410
Placement Method: Pump
Sample Locations: 1.8, 5.2
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
5.25
1.3
74
64
Specification
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
5 I 6.00 28.27 04/18/2002
5 2 6.00 28.27 04/18/2002
5 3 6.00 28.27 05/09/2002
5 4 6.00 28.27 05/0912002
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 119,410 4,220
7 125,470 4,440
Average 4,330
28 146,990 5,200
28 157,140 5,560
Average 5,380
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The teats were performed in general accordance with applk=able ASTM, AASHTO. or DOT test methnds. This rep<xt is exclusively for the use of the ctisnt
indicated above and shall no{ be rep~x)duced except in full without the written approval of Terrecen. Test results transmitted herein are only ap~
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 5 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number:. 94021029.0201
Service Date: APril 11, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
89Ol Carpenter Rwy., Suite #1o0
Dallas, Texas 75247
(214) 630-1010
Report Date: May 13, 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: 9:28am Plant: 16
Supplier: Potter
Truck Noi 106
Mix I.D. No.: 9349
Ticket No: 108288
Sample Information
Sample Time: 9:40am Date Cast: April 11, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 540
Placement Method: Pump
Sample Locations: K.3, 6.1
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
Set Specimen
No. ID
6 1
6 2
6 3
6 4
Services -
Result Specification Test Method
5.25 ASTM C-143
1.3 ASTM C-231
75 ASTM C1064
72 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load St th
· (inches) (sq. inches) Tested (days) (lbs) ~P~
6.00 28.27 04/1812002 7 107,890 3,820
6.00 28.27 04/18/2002 7 107,030 3,780
Average 3,800
6.00 28.27 05/09/2002 28 142,970 5,060
6.00 28.27 05/09/2002 28 141,920 5,020
Average 5,040
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, °r DOT tes~ meth°ds' This report la e)~clusive~y for the use of the ~ient
indicated above and shall rm~ be reproduced except in full without the written approval of Terracon. Test results trer, smltted herein are ~ly apprmable
to the actual samples tested at the location(s) referenced and are no{ necessarily indicative of the properties of other apparently similar ~ identical
materials. Page 6 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0201
Service Date: April 11,2002
Client: Transwestem 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 13, 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: 9:42am
Supplier:. Potter
Truck No: 107
Mix I.D. No.: 9349
Plant: 16
Ticket No: 612856
Sample Information
Sample Time: 10:15am Date Cast: April 11, 2002
Technician: . Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 640
Placement Method: Pump
Sample Locations: L.9, 6.1
Placement Location: See page 1
· Field Test Data
Test Result Specification Test Method
Slump, inches: 5.50 ASTM C-143
Air Content, %: 1.2 ASTM C-231
Concrete Temperature,° F: 76 ASTM C1064
Ambient Temperature, o F: 75 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)
7 1 6.00 28.27 04/18/2002 7 100,350
7 2 6.00 28.27 04/18/2002 7 113,330
Average
7 3 6.00 28.27 05~09/2002 28 137,370
7 4 6.00 28.27 05/09/2002 28 133,730
Average
Maximum Compressive
Load Strength
Ohs) (psi)
3,550
4,010
3,780
4,860
4,730
4,800
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) Transweatem Commercial Send:es
(1) O'Brlen & Associates Inc
(1) TechniStructures Inc
(1) City of Ceppall - Conatr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Willdnson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC ~, ~ ~g
Eugene Harbour
Principal
The tests were pedormed in general accordance with applicable ASTM,/~.SHTO, or DOT test rne~xis. This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the wrltta~ approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the Iocetion(s) referenced and are nof necessarily indicative of the properties of other apparently similar er identical
materials.
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