Northpoint Dr-LR020620 CONCRETE COMPRESSIVE STRENGTH TEST
~.Report Number: 94021061.0043
Service Date: May 23, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 21, 2002
Project.;_NorthJ~oint Driv~ & --
Coppell, Texas
Project Number: 94021061
8~)1 Carpenter Rwy., SuEe#100
Da#sa, Texas75247
(214)630-10t0
Material Information
Specified Strength: 3600 psi ~ 28 Days
Batch Timei Plant: 1
Supplier: GTI
Truck No:. Ticket No:
Mix I.D. No.: 2329
Field Test Data
Test
Result
Slump, inches: 5.25
Air Content, %: 3.8
Concrete Temperature,o F: 80
Ambient Temperature, o F: 73
Plastic Unit Weight, pcf: 147.0
Laboratory Test Data
set Specimen Diameter Area
No. ID (inches) (~)
I 1 6.00 28.27
I 2 6.00 28.27
1 3 6.00 28.27
1 4 6.00 28.27
1 5 6.00 28.27
Sample Information
Sample Time: 11:45am Date Cast: May 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 600
Placement Method: Direct Discharge
Sample Locations: See placement location
Placement Location: Pavement- SW of Amberpoint
Sample location: N Point Rd. approach to
water tower entrance
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age ~t Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
05/28/2002 5 90,660 3,210
05~28~2002 5 97,030 3,430
Average 3,320
05/30/2002 7 112,580 3,g80
06/20/2002 28 120,610 j~,270
06/20/2002 28 122,260 ~1~r~320
Average 4,300
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 metlxx~s. 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 Ten'aeon. Test results transmitted herein are only applicable
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 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0043
Service Date: . May 23, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 21,2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Caq~enter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3600 Psi ~ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2329
Plant: I
Ticket No:
Field Test Data
Test
Result
Slump, inches: 5.50
Air Content, %: 3.6
Concrete Temperature,o F: 80
Ambient Temperature, o F: 77
Plastic Unit Weight, pcf: 146.6
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (scl; inches)
2 1 6.00 28.27
Sample Information
Sample Time: 3:30pm Date Cast: May 23, 2002
Technician: Marvin Arandia
Weather Conditions; Cloudy
Accumulative Yards: 600
Placement Method: Direct Discharge
Sample Locations: N Point Road 1+75
Placement Location: See page 1
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (bs~
05~27/2002 4 97,960 3,460
2 2 6.00 28.27 05~30/2002 7 1i0,830 3,920
2 3 6.00 28.27 05/30/2002 7 107,750 3,810
Average 3,870
2 4 6.00 28.27 06/20/2002 28 120,230 jf~ ,250
2 5 6.00 28.27 06/20/2002 28 120,880 ~,~,270
Average 4,260
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) Transwestem Commercial Services
(1) Glenn Thurman Inc
(1) Halff Associates
(1) c~ of coppeil - Engineering
(1) City of Coppeil - Bldg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by:
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test msthods. This report is exclusively for the use of the client
indicated above and shell ne~ be reproduced except in full witho~ the written approval of Terra¢o~. Test reS~lta transmitted herein ara only appllc, ab~e
to the actual samples tested at the location(s) referenced and are nnt necessarily indicative of the properties of other apparently similar or identical
mstmleis.
Page 2 of 2
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0042
Service Date: May 23, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 21, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Rwy., Suite #100
Dalles, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2328
Plant: 1
Ticket No:
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4.0
Concrete Temperature? F: 67
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf: 148.0
Laboratory Test Data
Set Specimen
No. ID
I 1
I 2
Sample Information
Sample Time: 8:10am Date Cast: May 23, 2002
Technician: Marvin Arandia
Weather Cotiditions: Cloudy
Accumulative Yards: 150
Placement Method: Direct Discharge
Sample Locations: N Point Rd, Sta. 24+60
Placement Location: Pavement- S of Sandy Lake Road
I 3
1 4
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
Age at Maximum ComPressive
Diameter Area Date Test Load Strength
(inches) (scI. inches) Tested (days) (lbs)
(ps~)
6.00 28.27 05/30/2002 7 97,990 3,470
6.00 28.27 05/30/2002 7 94,750 3,350
Average 3,410
6.00 28.27 06/20/2002 28 115,180 4,070
6.00 28.27 06/20/2002 28 110,180 3,900
Average 3,990
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The testa w~re p~formed in general accordance with applicable ASTM, AASHTO. or DOT test methods. This report is exclusively for the us~ of the blie~
indicated above and shall not be reproduced except in full ,without the written approval of Terreccn. Test results transmitted herein are only app~icabis
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 3 ~.u.w~.,~,..,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0042
Service Date: May 23, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 21, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
89Ol Carpenter Fray., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: Plant: 1
Supplier:. GTI
Truck No: Ticket No:
Mix I.D. No.: 2328
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4.6
Concrete Temperature, o F: 80
Ambient Temperature, o F: 71
Plastic Unit Weight, pcf: 148.8
Laboratory Test Data
Set Specimen Diameter
No. ID (inches)
2 1 6.00
2 2 6.00
Sample Information
Sample Time: 9:10am Date Cast: May 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: N Point Road, Sta. 26+50
Placement Location: See page 1
2 3 6.00
2 4 6.00
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C~1064
Age at Maximum Compressive
Area Date Test Load Strength
(scI. inches) Tested (days) (lbs)
(ps0
28.27 05/30/2002 7 112,730 3,990
28.27 05/30/2002 7 109,330 3,870
Average 3,930
28.27 06/2012002 28 128,900 4,560
28.27 06/20/2002 28 130,100 4,600
Average 4,580
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 aocordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of the client
indicsted above and shell 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 nscesaarfly indicative of the properties of other apparently similar or identical
materials.
Page 2 of 3 o~',,,~-r*,~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0042
Service Date: May 23, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 21,2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Fn~y., Suite #100
Dallas, T= 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi {~ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2328
Plant: 1
Ticket No:
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4.6
Concrete Temperature,o F: 80
Ambient Temperature, o F: 72
Plastic Unit Weight, pcf: 148.2
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 6.00 28.27
Sample Information
Sample Time: 10:10am Date Cast: May 23, 2002
Technician: Marvin Arandia
Weather Conditions: Cloudy
Accumulative Yards: 450
Placement Method: Direct Discharge
Sample Locations: N Point Road, Sta. 28+20
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)
05/30/2002 7 92,920 3,290
05~30~2002 7 98,480 3,480
Average 3,390
06/20/2002 28 124,270 4,390
06/20/2002 28 126,690 4,480
Average 4,440
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestern Commercial Services
(1) Glenn Thurman Inc
(1) Halff Asacciates
(1) City of Coppait - Engineering
(1) City of Coppall- Bldg Insp
(1) State Farm Insurance
(1) Moss Construction
Reviewed by:
HBC E~~ng
Eugene Had3our
Principal
The tests were parforrned in general accordance with applicable ASTM, AASHTO, or DOT test methods. Thla report Is exclualvely for the use of the client
indicated above and shall nc~ be reproduced except in full without the written aPproval of Terracon. Test results trencmltted herein are only applicable
to the actual samples tested at the locetion(s) referenced and are not necessarily indicative of the properties of ofher apparently similar or Idantk:al
matedala.
Page 3 of 3 .-~,~,.
~ONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0040
~ervice Date: May 21,2002
Client: Transwestern Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2329
Plant: 1
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
ResuE
5.25
2.8
78
75
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
I I 6.00 28.27
I 2 6.00 28.27
1 3 6.00 28.27
1 4 6.0O 28.27
Sample Information
Sample Time: 8:50am Date Cast: May 21, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 150
Placement Method: Direct Discharge
Sample Locations: Sta. 0+50
Placement Location: Pavement S of Amberpoint
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (ps~
05/28/2002 7 126,000 4,460
05/28/2002 7 122,400 4,330
Average 4,400
06/18/2002 28 149,350 5,280
06/18/2002 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.
The teats 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 shell not be reproduced except in full without the written approval of Terracon. Test results transmitted horain are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 6
~ONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0040
'Service Date: May 21, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
.~'~
8901 Caq3enter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2329
Plant: 1
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Sample Information
Sample Time: 10:50am Date Cast: May 21, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: Sta. 3+00
Placement Location: See page 1
Result Specification Test Method
ASTM C-143
4.0 ASTM C-231
79 ASTM C1064
75 ASTM C-1064
148.6 ASTM C-138
Age at
Test
(days)
Maximum Compressive
Set Specimen Diameter Area Date Load Strength
No. ID (inches) (sq. inches) Tested (lbs) (psi)
2 I 6.00 28.27 05/28/2002 128,120 4,530
2 2 6.00 28.27 05/28/2002 7 128,620 4,550
Average 4,540
2 3 8.00 28127 06/18/2002 28 155,720 ~f5',510
2 4 6.00 28.27 06/18/2002 28 147,850 230
Average 5,370
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
indicated above and shall not be reproduced except in full without the written approval of Termcon. Test results transmitted herein ere only applicable
to the actual samples tested at the location(s} referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 6 ~,-~.~.w~,,..,~,
CONCRETE COMPRESSIVE STRENGTH TEST
,Report Number: 94021061.0040
Service Date: May 21, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3600 psi O 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2329
Plant: 1
Ticket No:
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
Sample Information
Sample Time: 10:50am Date Cast: May 21,2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 300
Placement Method: Direct Discharge
Sample Locations: Sta. 3+00
Placement Location: See page I
2 3
2 4
Result Specification Test Method
ASTM C-143
4.0 ASTM C-231
79 ASTM C1064
75 ASTM C-1064
148.6 ASTM C-138
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. i.~_nches) Tested (days) (lbs) (psi)
6.00 28.27 05/28/2002 7 128,120 4,530
6.00 28.27 05/28/2002 7 128,620 4,550
Average 4,540
6.00 28127 06/18/2002 28 155,720 5,510
6.00 28.27 06/18/2002 28 147,850 5,230
Average 5,370
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 oTl~ ctlent
indicated above and shall not be reproduced except in full without the written approval of Terracon. Test results transmitted herein ere only apfllicabfe
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 2 of 6 ~.~.-~.,w
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0040
~ervice Date: May 21, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061 '
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 830-1010
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2329
Plant: 1
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
3.00
4.7
85
77
149.2'
Set Specimen Diameter Area
No. ID '(inches) (sq._c.inches)
3 I 6.00 28.27
3 2 6.00 28.27
3 3 6.00 28.27
3 4 6.00 28.27
Sample Information
Sample Time: 1:05pm Date Cast: May 21,2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 450
Placement Method: Direct Discharge
Sample Locations: Sta. 4+50
Placement Location: See page I
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at MaXimum Compressive
Date Test Load Strength
Tested (days) {lbsI (psi)
05/28/2002 7 109,330 3,870
05/28/2002 7 109,500 3,870
Average 3,870
06/18/2002 28 129,420 4,580
06/18/2002 28 133,700 4,730
Average 4,660
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 repod 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 on~ ap~icabie
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other al3f3arenfly similar or identical
materials.
Page 3 of 6 ~
~ONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0040
"Service Date: May 21, 2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
· Project Number: 94021061
8901 Caq~enter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3600 psi ¢~ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2329
Plant: I
Ticket No:
Field Test Data
Test
Sample Information
Sample Time: 2:30pm Date Cast: May 21, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 600
Placement Method: Direct Discharge
Sample Locations: Sta. 7+00
Placement Location: See page 1
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Result Specification Test Method
3.00 ASTM C-143
3.9 ASTM C-231
80 ASTM C1064
85 ASTM C-1064
148.6 ASTM C-138
Laboratory Test Data Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
4 I 6.00 28.27 05/28/2002 7 118,410 4,190
4 2 6.00 28.27 05/28/2002 7 115,350 4,080
Average 4,140
4 3 6.00 28.27 06/18/2002 28 131,910 ~ 4,660
4 4 6.00 28.27 06/18/2002 28 137,100 %~,,850
Average 4,760
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were perlormed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report is exclusively for the use of thereat
indicated above and shall not he reproduced except in full without the written approval of Terracon. Test results transmitted herein are only applicable
to ~he actual samples tested at b~e location(s) referenced and are not necassarily indicative of the properties of other apparenlJy similar or identical
materials.
Page 4 of 6
~ONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0040
'Service Date: May 21, 2002
Client: Transwestern Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2329
Plant: 1
Ticket No:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature,o F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Result
3.00
4.5
85
85
148.2
Set Specimen Diameter Area
No. ID (inches) (sc{. inches)
5 1 6.00 28.27
5 2 6.00 28.27
5 3 6.00 28.27
5 4 6.00 28.27
Sample Information
Sample Time: 3:45pm Date Cast: May 21,2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 75
Placement Method: Direct Discharge
Sample Locations: Sta. 8+65
Placement Location: See page 1
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) (psi)
05/28/2002 7 125,780 4,450
05/28/2002 7 111,890 3,960
Average ~.-- 4,210
06/18/2002 28 140,480 r- 4,970
06/18/2002 28 142,980
Average 5,020
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 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 necessarily indicative of the properties of other apperenity similar or identical
materials.
Page 5 of 6
~;ONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0040
'Service Date: May 21,2002
Client: Transwestern Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3600 psi @ 28 Days
Batch Time:
Supplier: GTI
Truck No:
Mix I.D. No.: 2329
Plant: 1
Ticket No:
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
Sample Information
Sample Time: 4:25pm Date Cast: May 21, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 900
Placement Method: Direct Discharge
Sample Locations: Sta. 10+65
Placement Location: See page 1
Result Specification Test Method
5.00 ASTM C-143
4.4 ASTM C-231
80 ASTM C1064
83 ASTM C-1064
148.6 ASTM C-138
Age at Maximum Compressive
Diameter Area Date Test Load Strength
(inches) (sq. inches) Tested (days) (lbs) (psO.
6.00 28.27 05/28/2002 7 93,190 3,300
6.00 28.27 05/28/2002 7 95,200 3,370
Services -
Average 3,340
3 6.00 28.27 06/18/2002 28 115,530 4,090
4 6.00 28.27 06/18/2002 28 114,860 4,060
Average 4,080
Obtain samples of fresh concrete at the placement locations, pedorm required field tests and cast compressive
strength samples.
Technician: Marvin Arandia
Report Distribution:
(1) Transwestem Commemlel Services
(1) Glenn Thurman lnc
(1) Halff Associates
(1) City of Coppell - Engineering
(1) City of Coppell - Bldg Insp
(1) State Farm Insurance
(1) Moss Construction
HBC Engineering
Reviewed by: ~'
Eugene Harbour
Principal
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods, This report is exclusively for the use of the client
indicated above and shall not be reproduced except in full without the written approval of Terra(on. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 6 of 6
~ CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94021061.0041
serVice Date: May 22, 2002
Client: Transwestem commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Fn~., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: Plant: On-Site
Supplier: GTI
Truck No: Ticket No:
Mix I.D. No.: 2328
Field Test Data
Test
Result
Slump, inches: 2.75
Air Content, %: 4.6
Concrete Temperature, o F: 75
Ambient Temperature, o F: 65
Plastic Unit Weight, pcf: 145.4
Laboratory Test Data
Set Specimen
No. iD
1 1~
1 2
Sample Information
Sample Time: 7:50am Date Cast: May 22, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 150
Placement Method: Direct Discharge
Sample Locations: 10+50 Stationary
Placement Location: Pavement SE of Amberpoint
1 3
I 4
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Diameter Area Date Test LOad Strength
(inches) (sq. inches) Tested (days) (lbs)
(ps~)
6.00 28.27 '05~29~2002 7 105,110 3,720
6.00 28.27 05/29/2002 7 101,460 3,590
Average 3,660
6.00 28.27 06/19/2002 28 108,330 3,830
6.00 28.27 06/19~2002 28 113,500 4,010
Average 3,920
SerVices - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests w~ra performed in general accordance with applicable ASTM, AASHTO, or DOT test matho~. This report la exclusively for the use of the client
indicated above and shall no{ be reproduced except in full without the written approval of Terracon, Test results transmitted herein ara only applicable
' to the actual samples tested at the location(s) referenced and ara not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 1 of 10 ~-~w~-~,.~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94021061.0041
Service Date: May 22, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppeli, Texas
Project Number: 94021061
8.901 Carpenter Frwy,, Suite #100
Dallas, Texas 75247
(214) 830-1010
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: Plant: On-Site
Supplier: GTI
Truck No: Ticket No:
Mix I.D. No.: 2328
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4.0
Concrete Temperature? F: 75
Ambient Temperature, o F: 66
Plastic Unit Weight, pcf: 148.0
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 I 6.00 28.27
2 2 6.00 28.27
Sample Information
sample Time: 8:50am Date Cast: May 22, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 300
Placement Method: Direct Discharge'
Sample Locations: Sta. 13+15
Placement Location: See page 1
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs)
(PS0
05~29~2002 7 114,280 4,040
05/2912002 7 112,690 3,990
2 3 6.00 28.27 06/19/2002
2 4 6.00 28.27 06/19/2002
Average ~,_ 4,020
119,470 f
28
4,220
28 116,700
Services - Obtain samples of fresh concrete at the p acement locations, perform required field tests and cast compressive
strength samples.
The te~s ~ performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report la exclusively for the usa of the client
indicated above and shall no~ be reproduced except In full without the written approval of Termcon. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of o~her apparently similar or idenllcal
materials.
Page 2 of 10 e,~..~
CONCRETE cOMPRESSIVE STRENGTH TEST
Report Number: 94021061.0041
Service Date: May 22, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Finny., Suite #100
Dallas, Texaa 75247
(214) 630-1010
Mater~al Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: Plant: On-Site
Supplier: GTI
Truck No: Ticket No:
Mix I.D. No.: 2328
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4.2
Concrete Temperature? F: 75
Ambient Temperature, o F: 80
Plastic Unit Weight, pcf: 147.8
Laboratory Test Data
Set Specimen Diameter
No. ID (inches)
3 1 6.00
3 2 6.00
Sample Information
Sample Time: 9:40am Date Cast: May 22, 2002
Technician: Marvin Arandia
Weather Conditions: Clear
Accumulative Yards: 450
Placement Method: Direct Discharge
Sample Locations: Sta. 14+30
Placement Location: See page 1
3 3 6.00
3 4 6.00
Specification
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Area Date Test Load Strength
(sq. in.es) Tested (days) (lbs) (psi)
28.27 05/29/2002 7 106,140 3,750
28.27 05~29~2002 7 105,200 3,720
Average 3,740
28.27 06/19/2002 28 120,630 4,270 ·
28.27 06/19/2002 28 119,380 4,220
Average 4,250
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 teat methods. This repo~ is exclusively for the use of the client
indicated above and shall nol be reproduced excapl in full without the written approval of Terraccn. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not nece~__~_rily indicative of the properties of other apparently simlisr or identical
materials.
Page 3 of 10
CONCRETE COMPRESSIVE STRENGTH TEST
,Report Number: 94021061.0041
Service Date: May 22, 2002
Client: Transwestem Commemial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number:. 94021061
8901 Carpenter Frwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi (~ 28 Days
Batch Time: Plant: On-Site
Supplier: GTI
Track No: Ticket No:
Mix I.D. No.: 2328
Field Test Data
Test
Sample Information
Sample Time: 10:35am Date Cast: May 22, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 600
Placement Method: Direct Discharge
Sample Locations: Sta. 15+10
Placement Location: See page 1
Specification
Result
Slump, inches: 3.50
Air Content, %: 4.7
Concrete Temperature, o F: 80
Ambient Temperature, o F: 78
Plastic Unit Weight, pcf: 147.6
Laboratory Test Data Age at
Set Specimen Diameter Area Date Test
No. ID (inches) (sq. i.nches) Tested (days)
4 1 6.00 28.27 05/29/2002 7
4 2 6.00 28.27 05/29/2002 7
4 3 6.00 28.27 06/19~2002
4 4 6.00 28.27 06119/2002
Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Maximum Compressive
Load St(~h
(~bs)
108,840 3,850
107,880 3,810
Average 3,830
28 124,130 4,390
28 121,460 4,300
Average 4,300
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test rnathods. This repod la exclusively for the use of the client
indicated above and shall nat be reproduced except in full without the written approval of Terracon. Test results transmitted herein ara o~ applicable
to the actual samples tested at the Iocafien(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materlala.
Page 4 of 10 o,.~we~,, ~
CONCRETE COMPRESSIVE STRENGTH TEST
,Report Number: 94021061.0041
Service Date: May 22, 2002
Client: Transwestem Commercial Services
Attn: Jim Gaspard
5001 Spring Valley Rd Suite 600W
Dallas TX 75244
Report Date: June 20, 2002
Project: Northpoint Drive &
Associated Utilities
Coppell, Texas
Project Number: 94021061
8901 Carpenter Rwy., Suite #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Specified Strength: 3000 psi ~ 28 Days
Batch Time: Plant: On-Site
Supplier: GTI
Truck No: Ticket No:
Mix I.D. No.: 2328
Field Test Data
Test
Result
Slump, inches: 3.00
Air Content, %: 4.6
Concrete Temperature,° F: 80
Ambient Temperature, o F: 77
Plastic Unit Weight, pcf: 148.2
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
5 1 6.00 28.27
5 2 6.00 28.27
5 3 6.00 28.27
5 4 6.00 28.27
Sample Information
Sample Time: 11:30am Date Cast: May 22, 2002
Technician: Marvin Arandia
Weather Conditions: Partly cloudy
Accumulative Yards: 750
Placement Method: Direct Dischaq~e
Sample Locations: Sta. 12+00
Placement Location: See page 1
Specification Test Method
ASTM C-143
ASTM C-231
ASTM C1064
ASTM C-1064
ASTM C-138
Age at Maximum Compressive
Date ' Test Load Strength
Tested (days) (lbs) (ps~.
05/29/2002 7 126,560 4,480
05/29/2002 7 123,800 4,380
Average 4,430
06/19/2002 28 130,500 4,610
06/19/2002 28 134,300 4,750
Average 4,680 ·
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 cllant
indicated above and shell not be reproduced except in full without the written approval of Ten'ac=n. Test results transm~ed herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
Page 5 of 10