Amberpoint BP-LR020523CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0280
Service Date: May 15, 2002
Client: Transwestem 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 23, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3500 psi (~ 28 Days
Batch Time: 10:22am
Supplier. Potter
Truck No: 115
Mix i.D. No.: 9337
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laborator~ Test Data
Result
6.75
1.1
74
74
Set Specimen Diameter Area
No. ID (inches) (sq._~ inches)
1 I 6.00 28.27
1 2 6.00 28.27
Ticket No: 613762
Sample Information
sample Time: 11 :lOam
Technician: Burl Thomas
Weather Conditions:
Date Cast: May 15, 2002
Placement Method:
Sample Locations: Panel 44
Placement Location: Panels- 44, 45, 101 and 102
Specification Test Method
3-5 ASTM C-143
N/A ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
05/21/2002 6 109,180 3,860
05/22/2002 7 120,880 4,270
1 3
1 4.
Services -
06/12/2002 28
06/12/2002 28
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
HBC Engi eedn
Repo[t Distribution:
(1) Transwestem Commercial Services (1) City of Coppell- Bldg Insp
(1) O'Brlen & Associates Inc (1) Hill & VVilldnson Ltd Reviewed by:
(1) TechniStructures Inc (1) Halff Associates E
(1) City of ~1 - Constr Insp (1) State Farm Insurance Princ~al
The tests were performed in general accordance with applicable ASTM, AASHTO, °r DOT test metheds' This repo~t Is exclusively for the use of the client
indicated above and shall nof be reproduced exce~ in full without the written approval of Ten~es~. Test results tra~-mmitted herein are ~ al~icable
to the actual samples tested at the location(s) referenced and are no{ necessarily indicative of the properties of other apparenUy similar or identical
materials.
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0244
Service Date: April 24, 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 23, 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
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
I 1
I 2
Result
6.25
81
Ticket No: 613378
1 3
1 4
Services -
Sample Information
Sample Time: 10:46am Date Cast: April 24, 2002
Technician: Ger;y Graham
Weather Conditions:
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: Piers E.6/1 and F.4/1
Placement Location: Piers
Specification Test Method
5-7 ASTM C-143
N/A ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 05/01/2002 7 97,940 3,460
6.00 28.27 05/01/2002 7 99,870 3,530
Average 3,500
6.00 28.27 05/22/2002 28 131,460 4,650
6.00 28.27 05/22/2002 28 131,730 4,660
Average 4,660
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(1) Tmnswestem Commercial Ser~=es
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppetl - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill & Wilklnso~ Ltd
(t) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC E~
Eugene Harbeur
The t_~_~ were perforrned in general accordance with applicable ASTM, AASHTO, or DOT test mefl~xis- This report Is ex~usively for the use of the ~dient
indicated above and shall not be reproduced excel~ In full without the written approval of Terrecon. Test results transmitted herein are o~y applicable
to the actual samples tested at the Iocatiort(s) referenced and am' not necessarily Indicative of the properties of.other ap~ar~-~u'y similar or identical
materials.
Page I of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number:. 94021029.0237
Service Date: April 23, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fn~., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 23, 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: 12:09pm Plant: 16
Supplier:. Potter
Truck No: 102
Mix i.D. No.: 7752
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
1 2
Ticket No: 613327
Sample Information
Sample Time: 12:21pm . Date Cast: April 23, 2002
Technician: Gerry Greham
Weather Conditions: Fair, partly cloudy
Accumulative Yards: 360
Placement Method: Direct Discharge
Sample Locations: Pier G.6/1
Placement Location: Piers
1 3
1 4
Services -
Result Specification Test Method
5.50 5-7 ASTM C-143
N/A
84 ASTM C1064
80 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psi) .
6.00 28.27 04/30/2002 7 99,820 3,530
6.00 28.27 04/30/2002 7 98,710 3,490
Average 3,510
6.00 28.27 05/21/2002 28 121,430 4,290
6.00 28.27 05/21/2002 28 114,320 4,040
Average 4,170
Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gemj Graham
Report Distribution:
(1) Transwestem C~nmemial Services
(1) O'Brten & Associates Inc
(1) Techn~Structures Inc
(t) City of Coppall- Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
Reviewed by:
HBC Engine~_~/~
Eugene H~tx~ur
(1) City of Coppall - Conatr Insp (1) State Farm Insurance Principal
The tests were performed In generat accordance with applicable ASTM, AASHTO, °r DOT test me~xJs' This relx~ is e-~?-'~-'sively f°r the use °f the clk~
indicated above and shall not be reproduced except in full without the written approval of Ten*a~. Test results transmitted herein are o~ly applicable
to the actual samples tested at the location(s) referenced and are nof necessarily indicative of the properties of other apparcmtly similar o~ identical
materials. ~w~,,, ~
Page 1 of 1
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0238
Service Date: April 23, 2002
Client: Transwestem Commemial 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 23, 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: 4:21am
Supplier: Potter
Track No: 116
Mix I.D. No.: 9337
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
Plant: 16
Ticket No: 613255
Sample Information
Sample Time: 4:40am Date Cast: April 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: Panel #38
Placement Location: Panels ~38 to #22
1 3
I 4
Result Specification Test Method
5.50 ASTM C-143
1.3 ASTM C-231
73 ASTM C1064
56 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(in,ches) (sq. inches) Tested (days) (lbs) (psi)
6.00 28.27 04/30/2002 7 117,480 4,150
6.00 28.27 04/30/2002 7 118,230 4,180
Average 4~t70
6.00 28.27 05/21/2002 28 131,100 4,640
6.00 28.27 05/21/2002 28 137,720 4,870
Average 4,760
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast comp[~e=s;ve
strength samples.
The ~__~__ were pe~forrned 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 n~ nece~__~3_~ly Indicative of the properties of other apparently similar or identical
materials. Page 1 of 4 o~ss,~=.~...
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0238
Service Date: April 23, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fwaj., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 23, 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: 5:17am Plant: 16
Supplier: Potter
Truck No: 114
Mix I.D. No.: 9337
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambier~ Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
ResuE
6.00
1.2
80
56
Ticket No: 612264
Sample Information
sample Time: 5:50am Date Cast: April 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: Panel #34
Placement Location: See page 1
. Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at
Set Specimen Diameter Area Date Test
No. ID (incheS) (sq. inches) Tested (days)
2 1 6.00 28.27 04/30/2002 7
2 2 6.00 28.27 04/30/2002 7
2 3 6.00 28.27 05/21/2002
2 4 6.00 28.27 05/21/2002
Maximum Compressive
Load Strength
(lbs) (psi)
101,950 3,610
106,510 3,770
Average 3,690
28 135,680 4,800
28 129,770 4,590
Average 4,700
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 acc~'dance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the
indicated above and shall no~ be reproduced except in full without the written approval of Tarracen. Test results transmitted herein are ~ly apldicabte
to the actual sampis~ tested at the location(s) referenced and are no~ necessarily indicative of the properties of ofher apparently similar ar identical
materials.
Page 2 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0238
Service Date: April 23, 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 23, 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: 5:57am Plant: 16
Supplier: Potter
Truck No: 109
Mix I.D. No.: 9337
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
3 1
3 2
Ticket No: 613273
Sample Information
Sample Time: 6:20am Date Cast: April 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 200
Placement Method: Pump
Sample Locations: Panel fY29
Placement Location: See page 1
3 3
3 4
Result Specification Test Method
5.00 ASTM C-143
1.7 ASTM C-231
80 ASTM Cl 064
61 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (scI. inches) Tested (days) (lbs) (psi)
6.00 28.27 04/30/2002 7 107,780 3,810
6.00 28.27 04/30~2002 7 113,380 4,010
Average 3,9t 0
6.00 28.27 05/21/2002 28 129,040 4,560
6.00 28.27 05/21/2002 28 140,870 4,980
Average 4,770
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 applicatde ASTM, AASHTO, or DOT test me~hnds. This report is exduslvely for the use of the client
indicated above and shall not be reproduced excep~ in full without the written approval of Terrecen. 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 cther apparently similar or identical
materials.
Page 3 of 4 ~s.o~..~w
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0238
Service Date: Apdl 23, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Finny., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 23, 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: 6'.58am
Supplier.' Potter
Track No: 106
Mix I.D. No.: 9337
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 1.4
Concrete Temperature,o F: 80
Ambient Temperature, o F: 65
Plastic Unit Weight, pcf:
LaboratorF Test Data
Set Specimen Diameter Area
No. ID (inches) (sq? inches)
4 1 6.00 28.27
4 2 6.00 28.27
4 3 6.00 28.27
4 4 6.00 28.27
Ticket No: 613283
SamPle Information
sample Time: 7:25am Date Cast: April 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 300
Placement Method: Pump
Sample Locations: Panel #25
Placeme*nt Location: See page 1
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~
04/30~2002 7 110,030 3,890
04/30/2002 7 104,510 3,700
Average 3,800
05/21/2002 28 149,170 5,280
05/21/2002 28 148,000 5,230
Average 5,260
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 Senices
(1) O'Bdon & Associates Inc
(1) TechniStructures Inc
(f) c~ of coppe~ - constr ~nsp
(1) City of Coppell - Bldg Insp
(1) Hill & Willdnson Ltd
(1) Heiff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engi~
Eugene Harbour
Pdncipat
Thet,~_ wereperformedlngoneralaccerdancewith appiicableASTM, AASHTO, or DOTtest metheds. Thla report is exclueiveiy for the usa of lhe cllant '
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 ather apparently similar or identical
materials.
Page 4 of 4 ~'~"
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0242
Service Date: April 23, 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 23, 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: 8:45am
Supplier: Potter
Truck No: 106
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit WeigM, pcf:
Laboratory Test Data
Set Specimen
No. ID
I 1
I 2
Ticket No: 613292
Sample Information
Sample Time: 9:15am Date Cast:April 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 20
Placement Method: Pump
Sample Locations: See attached sketch
Placement Location: Pavement - SE of jobsite
I 3
1 4
Result Specification Test Method
5.00 5 Max. ASTM C-143
6.2 4-8 ASTM C-231
80 ASTM C1064
73 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (scI. inches) Tested (days) (lbs) (psi)
6.00 28.27 04/30~2002 7 102,690 3,630
6.00 28.27 04/30/2002 7 103,570 3,660
Average 3,650
6.00 28.27 05/21/2002 28 130,370 4,610
6.00 28.27 05/21/2002 28 147,700 5,220
Average 4,920
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 mat.,ds. This report is e0~olusivety for the use of the
indicated above and shaft noi be repmcluced except in full without the written approval of Termcon. Test results transmitted herein are only appt'-~--~e
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 I of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0242
Service Date: April 23, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carponter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 23, 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: 9:24am
Supplier. Potter
Track No: 109
Mix I.D. No.: 7752
Plant: 16
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
Ticket No: 613300
Sample Information
Sample Time: 9:50am Date Cast: April 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 100
Placement Method: Pump
Sample Locations: See attached sketch
Placement Location: See page 1
2 3
2 4
Result Specification Test Method
5.00 5 Max. ASTM C-143
6 4-8 ASTM C-231
80 ASTM C1064
81 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs)
6.00 28.27 04~30~2002 7 114,580 4,050
6.00 28.27 04/30/2002 7 117,090 4,140
Average 4,t00
6.00 28.27 05/21/2002 28 138,840 4,910
6.00 28.27 05/21/2002 28 142,450 5,040
Average 4,980
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tasts were performed in genersi accordance with applicable ASTM, AASHTO, or DOT rem methnds. This repod is exclusivsiy for the uas of the clkmt
indicated above and shall not be reproduced e~(capt in full without the written approval of Torracoo. Te~t results transmitted be~sin are only appl'maple
to the actual samples tested at the location(s) referenced and are nol neesasadly indicative of the p~ of ddaer apparontly similar or identical
materials.
Page 2 of 6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0242
Service Date: April 23, 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 23, 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: 10:22am Plant: 18
Supplie~ Potter
Truck No: 115
Mix I.D. No.: 7752
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 5
Concrete Temperature, o F: 87
Ambient Temperature, o F: 85
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
3 1
3 2
Ticket No: 613311
3 3
3 4
Sample Information
Sample Time: 11:20am Date Cast: April 23, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 200
Placement Method: Pump
Sample Locations: See attached sketch
Placement Location: See page 1
Specification
Test Method
5 Max. ASTM C-143
4-8 ASTM C-231
ASTM Cl 064
ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psO
6.00 28.27 04/30/2002 7 100,450 3,550
6.00 28.27 04/30/2002 7 100,930 3,570
Average 3,560
6.00 28.27 05/21/2002 28 129,500 4,580
6.00 28.27 05/21/2002 28 132,000 4,670
Average 4,630
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 mefl~ds. This report is exclusively for the use of the client
indicated above and shall n~ be reproduced except in full without the. written approval of Tenacon. Test results transmitted horeln are only aplfltcable
to the actual samples tested at the lacation(s) referenced and are not necessarily indicative of the ixoperlles of other apparently similar or identical
materials.
Page 3 of 6 "~.~"~'*"'~,
· CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0242
Service Date: April 23, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Ftwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 23, 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: 11:35am
Supplier: Potter
Truck No: 101
Mix I.D. No.: 7752
Plant: 16
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
4 1
4 2
Ticket No: 613323
Sample Information
Sample Time: 12:20pm Date Cast: April 23, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 320
Placement Method: Pump
Sample Locations: See attached sketch
Placement Location: See page 1
4 3
4 4
Result Specification Test Method
5.50 .5 Max. ASTM C-143
4.9 4-8 ASTM C-231
89 ASTM C1064
88 ASTM C-1064
Age at Maximum Compressive
Diameter Area Date Test Load St~j~n~lth
(inches) (sq. inches) Tested (days) (lbs)
6.00 28.27 04/30/2002' 7 100,300 3,550
6.00 28.27 04~30~2002 7 98,260 3,470
Average 3,6t0
6.00 28.27 05/21/2002 28 119,630 4,230
6.00 28.27 05/21/2002 28. 125,360 4,430
Average 4,330
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Tbe tests were performed in general accordance with app#cable ASTM, AASHTO, °r DOT test me~heds. This report is exciuslvaty for the u~e of the dle~
indicated above and shall n~ be reproduced except in full without the written approval of Terracon. Test _r,~,__,~ts transmitted herein are only applicable
to the actual samldes tested at the location(s) referenced and are not necessarily indicative of the pgopmties of o~be~ appment~ similar = identical
materials.
Page4of6
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0242
Service Date: April 23, 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 23, '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: 1:30pm
Supplier:. Potter
Truck No: 102
Mix I.D. No.: 7752
Plant: 16
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 6.00
5 2 6.00
Ticket No: 613334
Sample Information
Sample Time: 2:20pm Date Cast: April 23, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 420
Placement Method: Pump
Sample Locations: See attached sketch
Placement Location: See page 1
5 3 6.00
5 4 6.00
Result Specification Test Method
3.50 5 Max. ASTM C-143
5 4-8 ASTM C-231
87 ASTM C1064
91 ASTM C-1064
Age at Maximum Compressive
Area Date Test Load Strength
(sq. inches) Tested (days) (lbs)
(PS0
28.27 04/30/2002 7 112,600 3,980
28.27 04/30/2002 7 106,720 3,770
Average 3,880
28.27 05/21/2002 28 140,290 4,960
28.27 05/21/2002 28 137,850 4,870
Average 4,920
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 wtth apl~lcable ASTM, AASHTO, or DOT teat meUx)~. This repod la exclusively for the use of the c#ent
indicated above and shall not be reproduced except In fuff without the written approval of TefTaco~. 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 oth~- apparently similar ¢x identical
Page 5 of 6
· CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0242
Service Date: April 23, 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 23, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
o Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 3:04pm
Supplier: Potter
Truck No: 101
Mix I.D. No.: 7752
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 1.4
Concrete Temperature, o F: 87
Ambient Temperature, o F: 92
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen
No. ID
6 1
6 2
Diameter Area
(inches) (sq. inches)
6.00 28.27
6.00 2~.27
6.00. 28.27
6.00 28.27
6 3
6 4
Ticket No: 613344
Sample Information
Sample Time: 3:40pm Date Cast:April 23, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 520
Placement Method: Pump
Sample Locations: See attached sketch
Placement Location: See page 1
Specification Test Method
5 Max. ASTM C-143
4-8 ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
04/30/2002 7 92,070 3,260
04~30~2002 7 93,140 3,290
Average 3,280
05/21/2002 28 108,220 3,830*
05121/2002 28 112,470 3,980*
Average ~
Comments: * Does not comply with specified strength.
Services - Obtain samples of fresh concrete at the placement locations, I
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Tran~'.~ern Commercial Services
(1) O'Brian & Associates Inc
(1) TechniStruotures Inc
(1) City of Coppeit - Constr Insp
(1) c~y of copp~- B~O ~nsp
(1) Hill & v~rllk]nson Ltd
(1) Halff ~tes
(1) State Farm Insurance
project plans/epeeifl~tions
based on our undemtandi_ng
of the requirements,
Reviewed by: HBC Enginec, j~
Eugene Harbour
Prlr~pal
The ~ were performed in general accordance with apflticable ASTM, AASHTO, o~ DOT test methods. This relx~ is ex~usive~y for the use of the ~
indicated above and shall not be reproduced except in full without the written approval of Te~racon. 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 o~ identical
materials.
Page 6 of 6 ~.,-.~.~
STATISTICAL ANALYSIS OF CONCRETE MIXTURES
Report Number: 94021029:0287
Service Date: May 23, 2002
Client: Transwestern 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 23, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. {~ Coppell
Coppell, Texas
Project Number: 94021029
Specification Requirements:
Concrete Class: 7752
PROJECT DATA
4000 psi @ 28 Days
REPORT OF TESTS
Number Air Concrete Compressive Running
Report Of Slump Content Temp Strength 3 Test Avg
Date Number Set Samples (in.) (%) (F) PSI PSI
03/27/2002 94021029.0156 1 2 7.25 7.1 63 4605
03/27/2002 94021029.0156 2 2 7.75 6.8 64 4185
03/27~2002 94021029.0156 3 2 5.00 6.1 68 4865 4552
03/27/2002 94021029.0156 4 2 5.25 6.4 70 4505 4518
03/27/2002 94021029.0156 5 2 5.00 6.2 70 4055 4475
03/27/2002 94021029.0156 6 2 6.25 7.0 76 3900 4153
03/28/2002 94021029.0162 1 2 6.00 6.3 59 5190 4382
03/28/2002 94021029.0162 2 2 5.75 6.3 62 5200 4763
03/28/2002 94021029.0162 3 2 5.00 6.1 59 4620 5003
03/28/2002 94021029.0162 4 2 7.00 6:5 65 4025 4615
04/23/2002 94021029.0237 1 2 5.50 84 4165 4270
04/23/2002 94021029.0242 1 2 5.00 6.2 80 4915 4368
04/23/2002 94021029.0242 2 2 5.00 6 80 4975. 4685
04/23/2002 94021029.0242 3 2 5.50 5 87 4625 4838
04/23/2002 94021029.0242 4 2 5.50 4.9 89 4330 4643
04/23/2002 94021029.0242 5 2 3.50 5 87 4915 4623
04/23/2002 94021029.0242 6 2' 5.50 1.4 87 '~'~ 4383~
J
Average of all sets of three consecutive strengths equals or exceeds the project specifica~EonsT~.
Average of t7 sets = 4530 PSI ~} 28 days
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 Tenacon. Test results transmitted herein are only appacabie
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 2
PROJECT:
PROJECT NO.:
CALCD. BY:
CHKD BY:
DATE:
DATE:
ii..I