Amberpoint BP-LR020516REPORT OF REINFORCING STEEL OBSERVATION
ENG~, INC.
8gOI Ca~e.~ Pnvy~ Sui~ #100
Deb] ?e~ 7~247
Date of Service: 05/16/02
Client No.: 3181
Client: Transwestcrn Commercial Services
5001 Spring Valley Rd, Suite 600 W
Dallas, TX 75244
Report No.: 94021029.0282
Project No.: 94021029
Project: Ambcrpoint Building No. 1
Amberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Services:
Drawings Utilized:
Locations/Items Observed:
Observe placement of reinforcing for compliance with furnished drawings.
PROJECT DATA
Civil
Pavement, SW of building
Test Method: Vis-o! Observation
REPORT OF OBSERVATION
Discrepancies/Comments: Any discrepancies found were corrected at the time of this observation unless otherwise
noted.
Field Re~ult~ RepoR To:
Technician: M. Arandia
Rooo~t D~tributlon:
(1) Transwestem Commercial Scndccs
(1) (:TBfien &Associatcs, Inc.
(I) TcchniSuucturcs, ln~.
O) city ofCopt~n - Conm. hup.
~ Engi~eeriag, he.
(1) City of Coppell - Bldg. lnsp.
(1) Hill & Wilkinson, Ltd.
(1) H~lffAsso~i~x.s
O) stm ~... ~m.~ Eugene Harbour
PROJECT:
PROJECT NO.:
CALCD. BY:
CHKD BY:
[Bill
DATE:
DATE:
ENGINEERING, INC.
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0216
Service Date: April 16, 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 16, 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: 9:37am
Supplier: Potter
Track No: 110
Mix I.D. No.: 9349
Plant: 16
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature? F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
4.50
1.2
78
72
Ticket No: 612977
Sample Information
Sample Time: 4:25am Date Cast:April 16, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 10
Placement Method: Pump
Sample Locations: B.8, 10.9
Placement Location: Slab Lines A-C, 3-11
Specification Test Method
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
I 1 6.00 28.27 04/23/2002
1 2 6.00 28.27 04/23/2002
1 3 6.00 28.27 05/14/2002
1 4 6.00 28.27 05/14/2002
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 143,030 5,060
7 138,930 4,910
Average 4,990
28 171,250 6,060
28 168,770 5,970
Average 6,020
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 usa of the client
indicated above and shall n~ be rep;educed except in full without the written approval of Terracofl. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the propedies of uther apparently similar or identical
materials.
Page 1 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0216
Service Date: April 16, 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) 63o-101o
Report Date: May 16, 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: 4:52am Plant: 16
Supplier: Potter
Truck No: 105
Mix I,D. No.: 9349
Field Test Data
Test
Ticket No: 612986
Sample Information
Sample Time: 5:30am Date Cast: April 16, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 110
Placement Method: Pump
Sample Locations: 10.1,.A.5
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.50 ASTM C-143
Air Content, %: 1.3 ASTM C-231
Concrete Temperature, o F: 72 ASTM C1064
Ambient Temperature, o F: 78 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 1 6.00 28.27 04/23/2002 7 115,090 4,070
2 2 6.00 28.27 04/23/2002 7 116,190 4,110
Average 4,090
2 3 6.00 28.27 05/14/2002 28 144,460 5,110
2 4 6.00 28.27 05/14/2002 28 140,630 4,970
Average 6,040
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 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 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0216
Service Date: April 16, 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) 630-1010
Report Date: May 16, 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: 5:29am Plant: 16
Supplier: Potter
Truck No: 115
Mix I.D. No.: 9349
Field Test Data
Test
Ticket No: 612994
Sample Information
Sample Time: 6:04am Date Cast:April 18, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 200
Placement Method: Pump
Sample Locations: A.5, 9.2
Placement Location: See page 1
Result Specification Test Method
Slump, inches: 5.50 ASTM C-143
Air Content, %: 1.3 ASTM C-231
Concrete Temperature, o F: 79 ASTM C1064
Ambient Temperature, o F: 72 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)
3 I 6.00 28.27 04/23/2002 7 134,530 4,760
3 2 6.00 28.27 04/23/2002 7 132,430 4,680
Average 4,720
3 3 6.00 28.27 05/14/2002 28 151,830 5,370
3 4 6.00 28;27 05/14/2002 28 157,090 5,560
Average 5,470
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were parformed in general accordance with applicable ASTM, AASHTO, or DOT test mst. heds. This report is exclusively for the usa of the client
indicated above and shell nct be reproduced excap~ in full without the written approval of Terracon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 3 of 4 o,~_w~,...~,
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0216
Service Date: April 16, 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 16, 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: 6:14am
Supplier: Potter
Track No: 113
Mix I.D. No.: 9349
Plant: 16
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 1.3
Concrete Temperature,o F: 78
Ambient Temperature, o F: 73
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
Ticket No: 613004
Sample Information
Sample Time: 7:05am Date Cast:April 16, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 300
Placement Method: Pump
Sample Locations: 8.4, A.7
Placement Location: See page 1
Specification
Date
Tested
04/23~2002
04/23/2002
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
4 3 6.00 28.27 05/14/2002
4 4 6.00 28.27 05/14/2002
Age at Maximum Compressive
Test Load StrenClth
(days) (lbs)
7 118,320 4,180
7 119,300 4,220
Average 4,200
28 137,330 4,860
28 144,330 5,100
Average 4,980
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) Trensweatem Commercial Se~ices
(1) O'Brien & Associates Inc
(1) TechniStmctures Inc
(1) city of coppa# - Constr ]esp
(1) City of Coppell- Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC Engi,~l.~
Eugene Hatbeur
Pdncipal
The tests were perfonmed 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 excep~ in full without the written approval of Tenacon. 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 e(her apparently similar or identical
materials.
Page 4 of 4
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0269
Service Date: May 7, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter FnW., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 16, 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: 5:47am Plant: 16
Supplier: Potter
Track No: 107
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:
Ticket No: 613605
Sample Information
Sample Time: 6:20am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 60
Placement Method: Pump
Sample Locations: Panel 75
Placement Location: Panels 53-77 (95A-C) 96
Result _Specification Test Method
4.50 ASTM C-143
1.7 ASTM C-231
83 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) (ps~
1 1 6.00 28.27 05/10/2002 3 91,870 3,250
1 2 6.00 28.27 05/14/2002 7 108,890 3,850
1 3 6.00 28.27 05/14/2002 7 115,330 4,080
Average 3,970
1 4 06/04/2002 28
1 5 06/04/2002 28
Services - Obtain samples of fresh concrete at the placement locations, pe~orrn required field tests and cast compressive
strength samples.
The tests were perforated in general accordance with appr~de ASTM, AASHTO, or DOT test merle:Is. This relxxt is e~clusively for the use of the disnt
indicated above and shall nct 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: 94021029.0269
Service Date: May 7, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spdng Valley Rd. Suite 600W
Dallas TX 75244
8901 Carpenter Fnvy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 16, 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: 6:57am Plant: 16
Supplier: Potter
Truck No: 108
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
Result
5.75
1.5
80
75
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1
2 2
2 3
2 4
2 5
Ticket No: 613616
Sample Information
Sample Time: 7:10am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 1703
Placement Method: Pump
Sample Locations: Panel 71
Placement Location: See page 1
Specification Test Method
6.00 28.27 05/10~2002
6.00 28.27 05/14/2002
6.00 28.27 05/14/2002
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
3 93,960 3,320
7 107,.190 3,790
7 105,040 3,710
Average 3,750
06/04/2002 28
06/04/2002 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 wffh applicable ASTM, AASHTO, or DOT test meilxxls. This report is exclusively for the use of the clisrff
indicated above and shall not be reproduced excep~ in full without the written approval of Terreco~. 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 appemnfly similar or identical
materials.
Page 2 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0269
Service Date: May 7, 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 16, 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: 7:03am Plant: 16
Supplier: Potter
Truck No: 104
Mix I.D. No.: 9337
Field Test Data
Test
Result
Slump, inches: 6.00
Air Content, %: 1.9
Concrete Temperature,o F: 82
Ambient Temperature, o F: 76
Plastic Unit Weight, pcf:
Laboratory Test Data
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
3 5
Ticket No: 613622
Sample Information
Sample Time: 8:00am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 230
Placement Method: Pump
Sample Locations: Panel 68
Placement 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) (psi)
05/10/2002 3 77,200 2,730
05/14/2002 7 93,500 3,310
05/14/2002 7 99,570 3,520
Average 3,420
06/04/2002 28
06/04/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were perfowned in general accordance with applicable ASTM, AASHTO, er DOT test methods. This repod is exclusively f(x the use of the client
indicated above and shall not be reproduced excep{ 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 o~ identical
materials.
Page 3 of 7 ..~w~,~,....,
CONCRETE COMPRESSIVE STRENGTH TEST
Report NUmber: 94021029.0269
Service Date: May 7, 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) 63O-lOlO
Report Date: May 16, 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: 8:00am Plant: 16
Supplier: Potter
Truck No: 105
Mix I.D. No.: 9337
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 1.4
Concrete Temperature, o F: 80
Ambient Temperature, o F: 81
Plastic Unit Weight, pcf:
Laboratory 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
4 5
Ticket No: 613633
Sample Information
Sample Time: 8:40am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 230
Placement Method: Pump
Sample Locations: Panel 96
Placement 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) (psi)
05/10~2002 3 84,250 2,980
05/14~2002 7 103,580 3,660
05/14~2002 7 104,070 3,680
Average 3,670
06~04/2002 28
06/04/2002 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 meOxxls. ~ report is exclusively for the ,_ _~-e_ of the client
indicated above and shall no~ be reproduced except in full without the written approval of TelTacon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the propa~ies of other apparently similar or identical
materials.
Page 4 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number:. 94021029.0269
Service Date: May 7, 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) 6..'.'.'.'.'.'.'.'~ 1010
Report Date: May 16, 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: 8:41am Plant: 16
Supplier: Potter
Truck No: 111
Mix I.D. No.: 9337
Field Test Data
Test
Result
Slump, inches: 6.50
Air Content, %: 1.7
Concrete Temperature, o F: 89
Ambient Temperature, o F: 88
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
5 5
Ticket No: 613641
Sample Information
Sample Time: 10:10am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 420
Placement Method: Pump
Sample Locations: Panel 60
Placement 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) (Ib~,) (psi)
05/10/2002 3 79,280 2,800
05/14/2002 7 99,300 3,510
05/14/2002 7 108,540 3,840
Average 3,680
06/04/2002 28
06/04/2002 28
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were perfon~ed in general accordance with applicable ASTM, AASHTO, or DOT test me~hods. 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 Terracen. Test results transmitted herein are only applical~e
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the prope~iss of other apparently similar o~ identical
materials.
Page 5 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0269
Service Date: May 7, 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 16, 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: 9:22am
Supplier: Potter
Truck No: 107
Mix I.D. No.: 9337
Plant: 16
Field Test Data
Test
Ticket No: 613648
Sample Information
Sample Time: 11:12am Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 520
Placement Method: Pump
Sample Locations: Panel 56
Placement Location: See page 1
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit We!ght, pcf:
Result Specification Test Method
ASTM C-143
1.3 ASTM C-231
84 ASTM C1064
88 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)
(P~
6 I 6.00 28.27 05/10/2002 3 88,440 3,130
6 2 6.00 28.27 05/14/2002 7 96,720 3,420
6 3 6.00 28.27 05/14/2002 7 103,400 3,660
Average 3,840
6 4 06/04/2002 28
6 5 06/04/2002 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 relxxt is ex=lusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Tetracon. 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 (Y;her apparently similar or identical
materials.
Page 6 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021029.0269
Service Date: May 7, 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-lOlO
Report Date: May 16, 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: 10:45am Plant: 16
Supplier: Potter
Truck No: 108
Mix I.D. No.: 9337
Field Test Data
Test
Result
Slump, inches: 5.00
Air Content, %: 1.4
Concrete Temperature, o F: 85
Ambient Temperature, o F: 90
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
7 1 6.00 28.27
Ticket No: 618656
Sample Information
Sample Time: 12:25pm Date Cast: May 7, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 600
Placement Method: Pump
Sample Locations: Panel 63
Placement Location: See page 1
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Date
Tested
05/10/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
3 77,340 2,730
7 2 6.00 28.27 05/14/2002 7 92,100 3,260
7 3 6.00 28.27 05/14/2002 7 88,180 3,120
Average 3,190
7 4 06/04/2002 28
7 5 06/04/2002 28
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 - Bldg Insp
(1) Hill & Willdnson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC ~F~ring
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This repo~ is exclusively for the use of the client
indicated above and shall nct 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 necessarily indicative of the properties of cther apparently similar or identical
materials.
Page 7 of 7
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number.- 94021029.0218
Service Date: April 16, 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 16, 2002
Project: Amberpoint Building No. 1
^mberpoint Bus. Pk. ~ Coppell
Coppell, Texas
Project Number: 94021029
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: 9:12am
Supplier: Potter
Truck No: 101
Mix I.D. No.: 9337
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
Result
5.50
76
70
Ticket No: 613010
Sample Information
Sample Time: 9:28am Date Cast:April 16, 2002
Technician: Gerry Graham
Weather Conditions:?air, cloudy
Accumulative Yards: 10
Placement Method: Direct Discharge
Sample Locations: B.2/11 and B/10.8
Placement Location: Piers
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 04~23/2002
1 2 6.00 28.27 04/23/2002
1 3 6.00 28.27 05/14/2002
1 4 6.00 28.27 05/14/2002
Age at Maximum Compressive
Test Load Strength
(days) (lbs) (psi)
7 118,180 4,180
7 116,530 4,120
Average 4,180
28 150,390 5,320
28 153,470 5,430
Average 8,380
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Gerry Graham
Report Distribution:
(!) Transwsatem Commercial Sm
(1) O'Brien & Associates Inc
(1) TechniStructures Inc
(1) City of Coppell - Constr Insp
(1) City of Coppell - Bldg Insp
(1) Hill 8, Wilkinson Ltd
(1) Halff Associates
(1) State Farm Insurance
Reviewed by:
HBC En~
Eugene Harixxlr
Principal
The tests were performed in general accordance with applicabte ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicated above and shall ne~ be reprcduced excepl in full without the written approval of Te~racon. Tast rasults transmitted herein are only apfliicable
to the actual samples tested at the location(s) referenced and are no~ necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
REPORT OF DRILLED BELLED PIER OBSERVATION
Report Number: 94021029.0246
Service Date: April 25, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd. Suite 600W
Dallas TX 75244
89Ol carpenter Fnay., Suite #100
Dallas, Texas 75247
(214) 630-1010
Report Date: May 16, 2002
Project: Amberpoint Building No. 1
Amberpoint Bus. Pk. (~ Coppell
Coppell, Texas
Project Number: 94021029
Services:
Drilled belled pier observation.
On this date, an HBC Engineering technician arrived at the above referenced jobsite as scheduled for
ddlled belled pier observation. See the attached sheet(s) for recorded data.
Technician: Gerry Graham
Report Distribution:
(1) Transwestem Commercial Services
(1) O'Brien & Associates thc
(1) TechniStructures inc
(1) City of Cppl~l - Conatr Insp
(1) City of Cpppell - Bldg Insp
(1) Hill & Wilkinson Ltd
(1) Halff Asaociates
(1) State Farm Insurance
Reviewed by:
HBC En~n~
Eugene Harbour
Princll~l
The t__,~__ 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 not be reproduced excepl in full without the written approval of Termcon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) mferencad and am not necessarily indicative of the properties of other apparently similar or identical
materials,
Page 1 of 1 ~s~,~,
r~
Iii
iii
iii
iii
iii