Coppell Trade-LR050713CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0064
Service Date: July 5, 2005
Client: Coppeil Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
' rEffacon
8901 Carpenter Frw¥, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 13, 2005
Project: Coppell Trade Center - Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 6:48am
Supplier: TXI
Track No: 109
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Plant: 141
Ticket No: 75176
0 Gallons
0 Gallons
~formation
Sample Time: 7:10am Date Cast: July 5, 2005
Technician: Eric G. Jemigan
Weather Conditions: Clear, warm and humid
Accumulative Yards: 90
Placement Method: Direct Discharge
Sample Locations: 140' N of Grate inlet
Placement Location: E side Pavement and Fire Lane
Field Test Data
Test Result Specification Test Method
Slump, inches: 5.75 3-5
Air Content, %: 3.7 3.4
Concrete Temperature,° F: 90
Ambient Temperature, o F: 85
Plastic Unit Weight, pcf:
Laboratory Test Data
Set Specimen Diameter Area Date
No. ID (inches) (sq. inches) Tested
1 1 6.00 28.27 07/12/2005
1 2 6.00 28.27 07/12/2005
1 3 08/02/2005
1 4 08/02/2005
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Test Load ~
(days) (lbs)
7 96,530 ~3,410 ~
7 95,050 ~
Average 3,390
28
28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Tl~e 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 consent of our company. Test results transmitted herein are only applicable
to the actual samples tested st the Icoation(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials. Page 1 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0064
Service Date: July 5, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerfacon
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 13, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 7:57am
Supplier: TXI
Track No: 69
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 141
Ticket No: 75303
0 Gallons
0 Gallons
Sample Information
sample Time: 8:15am Date Cast: July 5, 2005
Technician: Eric G. Jemigan
Weather Conditions: Partly cloudy, warm
Accumulative Yards: 190
Placement Method: Direct Discharge
Sample Locations: At Grate inlet (east)
Placement Location: SE side of Fire Lane and Pavement
Slump, inches:
Air Content, %:
Concrete Temperature,° F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Result Specification Test Method
6.50 3-5 ASTM C143
4.8 3.4 ASTM C231
88 ASTM C1064
86 ASTM Cl 064
ASTM C138
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 07/12/2005 7 85,850 3,040
2 2 6.00 28.27 07/12/2005 7 88,400 3,130
Average 3,099
2 3 08/02/2005 28
2 4 08/02/2005 28
Comments: Not tested for plastic unit weight.
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 consent of our company. Test results transmitted herein are only applicable
to the actual samptse tested at the location(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical
Page 2 of 3
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0064
Service Date: July 5, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'lrerracon
8901 Carpenter Fnvy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 13, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi @ 28 Days
Batch Time: 9:06am
Supplier: TXI
Truck No: 69
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Slump, inches:
Air Content, %:
Concrete Temperature, O F:
Ambient Temperature, o F:
Plastic Unit Weight, pcf:
Laboratory Test Data
Plant: 141
Ticket No: 75398
0 Gallons
0 Gallons
Result
7.50
5.2
90
79
Sample Information
Sample Time: 10:17am Date Cast:July 5, 2005
Technician: Eric G. Jernigan
Weather Conditions: Cloudy, light rain and windy
Accumulative Yards: 290
Placement Method: Direct Discharge
Sample Locations: 40' N of SE Approach
Placement Location: SE Fire Lane and Pavement for Parking
Specification
3-5
3.4
Test Method
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM Cl 38
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
3 1 6.00 28.27 07/12/2005 7 82,500 2,920
3 2 6.00 28.27 07/12/2005 7 80,140 2,830
Average 2,880
3 3 08/02/2005 28
3 4 08/02/2005 28
Comments: Not tested for plastic unit weight.
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Edc G. Jemigan
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStruclures
(1) City of Coppell TX
(1) City of Coppell TX
(1) Merriman Assoc Inc
(1) McFadden & Miller
(1) Macatee Engineering Inc
Reviewed by:
sRe~ il~o rr tpDr ~j eR~M a 'nEa'~'~ r
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 consent of our company. 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 apperently similar or identical
materials.
Page 3 of 3 o,.~cs~o~
CONCRETE COMPRESSIVE STRENGTH TEST
Report Number: 94051190.0036
Service Date: June 14, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
r ff con
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Report Date: July 13, 2005
Project: Coppell Trade Center - Bidg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 6:11am
Supplier: TXI
Truck No: 510
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 141
Ticket No: 62261
0 Gallons
0 Gallons
Result
Slump, inches: 5.00
Air Content, %: 4.2
Concrete Temperature,O F: 92
Ambient Temperature, o F: 74
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
Sample Information
Sample Time: 7:00am Date Cast:June 14, 2005
Technician: Russell Jones
Weather Conditions: Partly cloudy
Accumulative Yards: 40
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: Pavement
Specification Test Method
3-5
ASTM C143
ASTM C231
ASTM C1064
ASTM C1064
ASTM C138
Age at Maximum Compressive
Set Specimen Diameter Area Date Test Load Strength
No. ID (inches) (sq. inches) Tested (days) (lbs) (psi)
I 1 6.00 28.27 06/21/2005 7 121,990 4,310
1 2 6.00 28.27 06/21/2005 7 120,940 4,280
Average 4,300
1 3 6.00 28.27 07/12/2005 28 148,960 5,270
1 4 6.00 28.27 07/12/2005 28 150,470 5,320
Average 5,300
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
The tests were performed in genera{ 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 futl without the written consent of our company. Test results transmitted herein are only applicable
to the aotual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials. Page I of 2 D,~.~
CONCRETE COMPRESSIVE STRENGTH TEST
· Report Number: 94051190.0036
Service Date: June 14, 2005
Client: Coppell Trade Center LP
Attn: Bennet Ratliff
5055 Keller Springs Rd Ste 300
Addison TX 75001
'1 rerracon
8901 Carpenter Frwy, Ste #1 (30
Dallas, Texas 75247
(214) 630-1010
Report Date: July 13, 2005
Project: Coppell Trade Center- Bldg C
NWC Sandy Lake/Freeport Pkwy
Coppell, TX
Project Number: 94051190
Material Information
Specified Strength: 4000 psi (~ 28 Days
Batch Time: 9:49am
Supplier: TXI
Truck No: 110
Mix I.D. No.: 8206
Water Added Onsite Before Test:
Water Added Onsite After Test:
Field Test Data
Test
Plant: 141
Ticket No: 62604
0 Gallons
0 Gallons
Result
Slump, inches: 4.50
Air Content, %: 4.0
Concrete Temperature,° F: 96
Ambient Temperature, o F: 90
Plastic Unit Weight, pcf: N/A
Laboratory Test Data
Set Specimen Diameter Area
No. ID (inches) (sq. inches)
2 1 6.00 28.27
2 2 6.00 28.27
2 3 6.00 28.27
2 4 6.00 28.27
Sample Information
Sample Time: 10:24am Date Cast:June 14, 2005
Technician: Russell Jones
Weather Conditions: Partly cloudy
Accumulative Yards: 240
Placement Method: Direct Discharge
Sample Locations: See attached sketch
Placement Location: See page 1
Specification
3-5
Test Method
ASTM Cl 43
ASTM C231
ASTM C1064
ASTM C1064
ASTM Cl 38
Age at Maximum Compressive
Date Test Load Strength
Tested (days) (lbs) ~
06/21/2005 7 130,620 /4,620
06/21/2005 7 131,600
Average . 4,640
07/12/2005 28 161,670 ~ 5,720
07/12/2005 28 155,930
Average 5,620
Services - Obtain samples of fresh concrete at the placement locations, perform required field tests and cast compressive
strength samples.
Technician: Russell Jones
Report Distribution:
(1) Coppell Trade Center LP
(1) TechniStruct utes
(1) City of Coppetl TX
(1) City of Coppell TX
(1) McFadden & Miller Reviewed by:
(1) Macatee Engineering Inc Robert D.
Senior Projec~nager
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 bo reproduced except in full without the written consent of our company. Test results transmitted herein are 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
Page 2 of 2
MATCHLINE: SEE SHT.
I
I
I
I
I
I
I
I
I
$ 89'53'16' E 1275,09'
HBCI'F-REACON REPORT NO.